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Transportation Commission
City of Rialto
Regular Meeting
Council Chambers
150 S. Palm Ave.
Rialto, CA 92376
Chairperson Dennis Barton
Vice-Chairperson Allan Kirst
Commissioner Stephanie Lewis
Commissioner Kelvin Moore
Commissioner John Plasencia
Commissioner Max Tidler
Mayor Deborah Robertson
COUNCIL CHAMBERS6:00 PMWednesday, May 3, 2017
In compliance with the Americans with Disabilities Act, if you need special assistance to participate in this meeting, please
contact the Public Works Department at (909) 421-7279. Notification 48-hours prior to the meeting will enable the City to
make reasonable arrangements to ensure accessibility to this meeting [28 CFR 35.102-35.104 ADA Title II].
Members of the public are given an opportunity to speak on any listed agenda items. Please notify the Public Works
Department if you wish to do so. All agendas are posted in the City Hall Administration Building (150 South Palm Avenue,
Rialto, CA 92376) at least 72-hours in advance of the meeting. Copies of the staff reports relating to each item on the
agenda are on file in the Public Works Department. Please call (909) 421-7279 to inquire about any items described on
theagenda.
Based upon the open meeting laws (the Brown Act), additional items may be added to the agenda and acted upon by the
Transportation Commission only if it is considered to be a “subsequent need” or “emergency item” and is added by a
two-thirds vote. Matters raised under Oral Communications may not be acted upon at that meeting other than as provided
above.
CALL TO ORDER
ROLL CALL
Chair Dennis Barton, Vice-Chair Allan Kirst, Commissioner Stephanie Lewis, Commissioner Kelvin Mooore, Commissioner
John Plasencia, Commissioner Max Tidler, Mayor Deborah Robertson
MOMENT OF SILENCE/INVOCATION
PLEDGE OF ALLEGIANCE
APPROVAL OF MINUTES FROM REGULAR MEETING
1 17-407 APPROVAL OF MINUTES
Regular Meeting - April 5, 2017
ACTION ITEM
04-05-17Attachments:
Page 1 City of Rialto Printed on 4/27/2017
May 3, 2017Transportation Commission Regular Meeting
ORAL COMMUNICATIONS
POLICE DEPARTMENT LIAISON REPORT
RIALTO UNIFIED SCHOOL DISTRICT LIAISON REPORT
NEW BUSINESS ITEMS
1 17-360 Focused Traffic Impact Analysis - WSS/Aldi Market Project at the
Northeast Corner of Foothill Boulevard and Cactus Avenue.
ACTION ITEM
Attachment 1 - Vicinity Map
Attachment 2 - Site Plan
Attachment 3 - Trip Generation Rates & Estimates
Attachment 4 - Mitigation Measures
Attachment 5 - Fair Share Calculations
Attachments:
2 17-365 Acceptance of the School Zone Traffic Safety Request Procedure for
Addressing Traffic Related Issues within the School Zones Established
in the Safe Route to School Program.
ACTION ITEM
3 17-402 Proposed Street Sweeping Parking Enforcement Program.
ACTION ITEM
Attachment 1 - Picture of Street Sweeper
Attachment 2 - Rialto Proposed Sweeping Routes 1 2016 Sep
Attachment 3 - CVC Section 22507.6
Attachment 4 - Pictures of Typical Problems
Attachment 5 - Projection of Citations Processed
Attachments:
4 17-416 Delivery of the Draft Focused TIA for PA 108 - Revised Building 6
INFORMATION ITEM
Bldg 6 Peak Shift Analysis Letter Report 2
PA 108 Building 6 Focused Traffic Analysis
Attachments:
ENGINEER'S REPORT
FUTURE AGENDA ITEMS
Page 2 City of Rialto Printed on 4/27/2017
May 3, 2017Transportation Commission Regular Meeting
1 17-361 · Discussion on Identifying a Plan for Improvements South of the I-10
Freeway
· Transportation Planning/Funding Major Improvements
· Cactus/I-10 Crossing
· Pepper Avenue Interchange Project
· Information on Regional Discussions
· Transportation Plan as it Relates to Active Transportation
· Local Fees for Transportation Improvements
· Signal Prioritization Plan
· Future Improvements to Riverside Avenue, Sierra Avenue and the I-
15 Junction
· Riverside Avenue Bridge Widening Over the UPRR
· Discussion of Updating Bike Paths
· Alder Avenue/SR-210 - Proposed Feasibility Study
COMMISSIONER REPORTS
ADJOURNMENT
Page 3 City of Rialto Printed on 4/27/2017
Council Chambers150 S. Palm Ave.Rialto, CA 92376
City of Rialto
Legislation Details (With Text)
File #: Version: 117-407 Name:
Status:Type: Minutes Agenda Ready
File created: In control:4/26/2017 Transportation Commission
On agenda: Final action:5/3/2017
Title: APPROVAL OF MINUTESRegular Meeting - April 5, 2017
ACTION ITEM
Sponsors:
Indexes:
Code sections:
Attachments: 04-05-17
Action ByDate Action ResultVer.
APPROVAL OF MINUTESRegular Meeting - April 5, 2017
ACTION ITEM
City of Rialto Printed on 4/27/2017Page 1 of 1
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Regular Transportation Commission Meeting Minutes – April 5, 2017 Page 1
REGULAR MEETING of the
TRANSPORTATION COMMISSION
MINUTES April 5, 2017
The regular meeting of the Transportation Commission of the City of Rialto was held in the City Council Chambers located at 150 South Palm Avenue, Rialto, California 92376, on Wednesday, April 5, 2017.
o0o
CALL TO ORDER Chairperson Dennis Barton called the meeting to order at 6:02 p.m.
ROLL CALL The roll was called and the following Commissioners were present: Dennis Barton, Allan Kirst, Max Tidler, Stephanie Lewis, John Plasencia and Kelvin Moore. City Staff/Liaisons present: Robert Eisenbeisz, Public Works Director/City Engineer, Azzam Jabsheh, Traffic Engineer, and Michele Aguirre, Commission Clerk.
o0o
APPROVAL OF MINUTES The minutes from the March 1st meeting were reviewed by the Commission and approved as written.
Commissioner Tidler moved to approve the minutes from the March 1st meeting as written.
Commissioner Kirst seconded the motion.
The motion was carried to approve the minutes of the March 1, 2017 meeting as written.
o0o
ORAL COMMUNICATIONS None
o0o
POLICE DEPARTMENT LIAISON REPORT
No report.
o0o
RUSD LIAISON REPORT No report.
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NEW BUSINESS
Discussion on Revised Truck Turning Template – Cedarhill Plaza
Robert Eisenbeisz reviewed the revised truck turning template with the Commission for the Cedarhill Plaza. He discussed the improvements made which allows trucks to enter into the development without encroaching into other traffic lanes.
Comments
Chairperson Barton gave kudos to Daniel Casey of Development Services for the suggested changes made to correct the issue.
Regular Transportation Commission Meeting Minutes – April 5, 2017 Page 2
Action
Commissioner Kirst moved to approve the revision to the Cedarhill Plaza truck turning radius.
Commissioner Lewis seconded the motion.
All voted in favor of approving the revision to the Cedarhill Plaza truck turning radius.
o0o
Accept Highway Safety Improvement Program, Cycle 8 Grant for Construction of Median Islands on Base Line Road between Willow Avenue and Meridian Avenue
Azzam Jabsheh reviewed the staff report and requested recommendations for the item.
Eisenbeisz added that this item will also be taken to the Economic Development Committee (EDC) for review and provided an explanation why.
Questions & Comments
Eisenbeisz answered questions and responded to comments from the Commission with regard to: If accessibility would be built into the grant at Willow Avenue.
A discussion ensued regarding push buttons on median islands and accessibility through the medians.
Suggestions, Requests & Recommendations
Chairperson Barton suggested consulting with the Fire Department on this project as well.
Chairperson Barton requested to make sure that there would be adequate storage for left turn lanes.
Action
Commissioner Kirst moved to accept the Highway Safety Improvement Plans, Cycle 8 Grant for Construction of Median Islands on Base Line Road between Willow Avenue and Meridian Avenue as presented.
Commissioner Tidler seconded the motion.
All voted in favor of accepting the Highway Safety Improvement Plans, Cycle 8 Grant for Construction of Median Islands on Base Line Road between Willow Avenue and Meridian Avenue as presented.
o0o
Accept Highway Safety Improvement Program, Cycle 7 Grant for the Installation of Class II Bike Lanes
Azzam Jabsheh reviewed the staff report and requested recommendations for the item.
Eisenbeisz added that both locations on the non-motorized transportation plan for the County of San Bernardino. He advised that south Riverside Avenue will eventually connect to the bike trail. He stated that the only concern is having the bikes up where the large trucks travel. A discussion ensued regarding parking and what measures would
need to be taken for the bike lanes.
Questions & Comments
Eisenbeisz & Jabsheh answered questions and responded to comments from the Commission with regard to:
Regular Transportation Commission Meeting Minutes – April 5, 2017 Page 3
If reflective materials would be used as some locations in the south end are very dark.
Why the decision was made to use a 3 foot buffer.
Action
Commissioner Kirst moved to accept the Highway Safety Improvement Program, Cycle 7 Grant for the Installation of Class II Bike Lanes.
Commissioner Tidler seconded the motion.
All voted in favor of accepting the Highway Safety Improvement Program, Cycle 7 Grant for the Installation of Class II Bike Lanes.
o0o
Acceptance of the Active Transportation Program Cycle 2 Grant and the Transportation Development Act Article 3 Grant for the Installation of Class II Bike Lanes, Class III Bike Routes and Various Improvements along the Etiwanda Corridor
Azzam Jabsheh reviewed the staff report and requested recommendations for the item.
Eisenbeisz will be issuing a Request for Proposal (RFP) for the design work.
Questions & Comments
Eisenbeisz and Jabsheh answered questions and responded to comments from the Commission with regard to: Comment made by Chairperson Barton that this was a great project. What would be solar powered and if there was no sun if there would
be enough electricity to backup. A discussion ensued regarding solar power and battery life for
solar powered equipment.
Action
Commissioner Plasencia moved to accept the Active Transportation
Program Cycle 2 Grant and the Transportation Development Act Article 3 Grant for the Installation of Class II Bike Lanes, Class III Bike Routes and Various
Improvements along the Etiwanda Corridor.
Commissioner Moore seconded the motion.
All voted in favor of accepting the Active Transportation Program Cycle 2
Grant and the Transportation Development Act Article 3 Grant for the Installation of Class II Bike Lanes, Class III Bike Routes and Various Improvements along
the Etiwanda Corridor.
o0o
ENGINEER’S REPORT Robert Eisenbeisz reported on and answered questions on the following items: Walmart Opening Ayala Drive Widening Renaissance Parkway Work Agua Mansa Meeting Scheduling Pepper Avenue Interchange Project
Jabsheh reported on the Open Street/Go Human Event that was scheduled for April 19, 2017 on Rialto Avenue and all the planned activities.
o0o
FUTURE AGENDA ITEMS No changes, additions or deletions.
Regular Transportation Commission Meeting Minutes – April 5, 2017 Page 4
o0o
COMMISSIONER REPORTS Commissioner Kirst – Stated Etiwanda Avenue between Sycamore and Riverside Avenue seems to be very dark at night. Suggested adding another light on the south side closer to Sycamore Avenue.
Commissioner Tidler – No Report.
Commissioner Lewis – Commented that her exit from the SR-210 Freeway onto Riverside Avenue was smooth in terms of the traffic signals and flow.
Commissioner Plasencia – No Report
Commissioner Moore – Inquired about the traffic signal at Pepper and Highland Avenues.
Chairperson Barton – Commented that staff is working hard and doing good things. He stated that he appreciated staff for all they are doing.
o0o
ADJOURNMENT Commissioner Tidler made a motion to adjourn the meeting.
Commissioner Plasencia seconded the motion.
The motion was carried and the meeting adjourned at 6:55 p.m.
Council Chambers150 S. Palm Ave.Rialto, CA 92376
City of Rialto
Legislation Details (With Text)
File #: Version: 117-360 Name:
Status:Type: Agenda Item Agenda Ready
File created: In control:4/13/2017 Transportation Commission
On agenda: Final action:5/3/2017
Title: Focused Traffic Impact Analysis - WSS/Aldi Market Project at the Northeast Corner of FoothillBoulevard and Cactus Avenue.
ACTION ITEM
Sponsors:
Indexes:
Code sections:
Attachments: Attachment 1 - Vicinity Map
Attachment 2 - Site Plan
Attachment 3 - Trip Generation Rates & Estimates
Attachment 4 - Mitigation Measures
Attachment 5 - Fair Share Calculations
Action ByDate Action ResultVer.
For Transportation Commission Meeting [May 3, 2017]
TO: Honorable Chairperson and Commission
APPROVAL: Robert G. Eisenbeisz, P.E., Public Works Director/City Engineer
FROM: Gene Klatt, P.E., Consultant Engineer, Lockwood Engineering
Focused Traffic Impact Analysis - WSS/Aldi Market Project at the Northeast Corner of FoothillBoulevard and Cactus Avenue.
ACTION ITEM
BACKGROUND:The proposed WSS/Aldi Market (Project) is located along the north side of Foothill Boulevard at thenortheast corner of the intersection of Foothill Boulevard at Cactus Avenue. The site location isshown on Page 3 of the TIA in Figure 1, which is included as Attachment 1.
The Project proposes the construction of an 18,841 square foot discount grocery store and a 12,430square foot shoe store.
The site will have two driveways onto Foothill Boulevard and one driveway onto Cactus Avenue. Alldriveways have been analyzed as right in/right out as median islands are planned for FoothillBoulevard and Cactus Avenue per the Specific Plan and/or the City General Plan. The drivewaysonto Foothill Boulevard are proposed as 40 foot wide while the northerly driveway on Cactus Avenueis proposed to be 24 feet wide. The site plan is on page 5 of the TIA as Figure 2, which is includedCity of Rialto Printed on 4/27/2017Page 1 of 4
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is proposed to be 24 feet wide. The site plan is on page 5 of the TIA as Figure 2, which is includedas Attachment 2. The easterly driveway onto Foothill Boulevard is proposed as a shared drivewaywith the Carl’s Jr. to the east. There are recorded agreements for the sharing of access rights andthe driveway is planned to be widened and moved westerly.
The trip impacts were estimated using standard rates from ITE Trip Generation Manual for discountsupermarket (854) and shopping center (820). Table 5 page 18 of the TIA, which is included asAttachment 3, shows the net trip impacts using standard rates. The percentage of trucks wasestimated at 2% of total traffic. A 15% Pass-by trip reduction was allowed for this center. Total dailytrips, with the allowed pass-by reduction, are estimated at 2002 PCE with the AM/PM peak hourbeing 55/185 PCE trips.
PCE conversion of trucks by axels is as contained in the CMP.
The traffic and intersection counts were collected in March of 2017. The development on the southside of Foothill Boulevard was conditioned and paid their fair share to the median island for FoothillBoulevard Blvd. This project is conditioned to pay their share and install the median island onFoothill Boulevard across their frontage; however, staff is recommending that the Foothill Boulevardmedian installation be deferred similar to the development on the south side until a morecomprehensive evaluation of access controls along the Foothill Boulevard corridor can be completed.Any deferral agreement will be executed and the project will be required to pay the fair share amounttoward the cost of the median installation. The Transportation Commission may makerecommendations on the median island on Cactus Avenue, as the west side of Cactus Avenue,which is Flood Control right of way and will not be developed in the foreseeable future.
Analysis of the opening year (assumed to be 2018) plus cumulative projects indicated operationalconcerns at the following intersections:
· #1 - Foothill Boulevard at Cedar Avenue
· #2 - Foothill Boulevard at Larch Avenue
All intersections are able to achieve satisfactory level of service with the improvements listed onpage 35 and 36 of the TIA, which is included as Attachment 4. It is noted that the overallintersection may achieve LOS D but several individual movements (mostly left turns) are at LOS E.
There are no operational concerns for any of the Roadway segments and Foothill Boulevard, as wellas Cactus Avenue, are both already developed to the General Plan width.
Page 38, Section D, which is included as Attachment 5, lists the improvements recommended tobring the LOS to acceptable levels along with the fair share costs.
ANALYSIS/DISCUSSION:This analysis is based on standard ITE rates and the City truck splits. The TIA analyzed existing andforecast peak hour intersection operations to determine potential impacts on peak hour level ofservice. It used current traffic counts (March 2017). It appears to be consistent with other recentTIA’s and traffic projections. It is evident from the data that specific lane movements at the signalizedintersections will exceed LOS D upon opening with cumulative projects. The proposedimprovements do not address the individual lane movement issues. Recommended improvementsfor the intersection of Foothill Boulevard/Cedar Avenue are the adjustment of timing splits to improveefficiency of the intersection. In addition, staff has identified a need to install a right turn overlapCity of Rialto Printed on 4/27/2017Page 2 of 4
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efficiency of the intersection. In addition, staff has identified a need to install a right turn overlapphase from westbound Foothill Boulevard to northbound Cactus Avenue. The installation of theoverlap phase will result in the need to prohibit southbound to northbound U-turns on Cactus Avenueat Foothill Boulevard. There currently is insufficient space for this movement so the prohibition isrecommended with or without the project. The overall timing of the traffic signal at Foothill/Cactus willremain consistent with the existing coordination plan along Foothill Boulevard. The TIA recommendsthat ultimately a traffic signal will be necessary at Foothill Boulevard/Larch Avenue. It correctly notesthat three of the four corners of this intersection are currently undeveloped and that the intersection iscontained in the City’s CMP list of projects for funding from the Regional DIF.
Truck routing is along Foothill Boulevard from Cedar Avenue (truck route). It appears that theplanned access for delivery trucks will be north on Lilac Avenue to the alley north of FoothillBoulevard and west in the alley to the site. The trucks will exit to westbound Foothill Boulevardreturning to Cedar Avenue.
Section D, page 38 (Attachment 5) of the TIA provides a summary of cost estimates, descriptionsof the improvements and existing funding sources for the impacted locations.
The TIA Mitigation Measures for intersection improvements are shown on page 35 and 36(Attachment 4) of the TIA. The traffic signal at Foothill Boulevard at Larch Avenue is not warrantedat this time and ¾ of the intersection are undeveloped. Funding for the signal is included in theRegional DIF fee, which this project pays.
The report proposes to pay fair share toward the improvements listed on page 35 and 36(Attachment 4) of the TIA. In addition, a condition of the project requires the improvements alongthe north side of Foothill Boulevard and west side of Cactus Avenue as well as median improvementsin Foothill Boulevard; however, staff recommends that the median improvements be deferred. Themedian in Cactus Avenue adjacent to the site is at the recommendation of the TransportationCommission as to timing and/or construction along with the project.
· Pay fair share of improvements at Foothill Boulevard at Cedar Avenue at 4.8% or $240.
· In addition to the fair share contribution, staff recommends that the development be conditionedto install a right-turn overlap phase for westbound to northbound traffic.
The total fair share payments for intersections total $240.
These fair share estimates are based on the amount of traffic this project adds to the total projectedtraffic.
Conclusion
The first scoping agreement was submitted January 30, 2017. The first version of the TIA for thisProject was provided to staff on April 3, 2017. Staff reviewed the draft TIA and has providedcomments on its contents. On April 11, 2017, the final TIA was submitted and distributed to theCommission for review.
This project will complete roadway improvements adjacent to the project site.
The project appears to be consistent with zoning and required improvements will be in place prior toCity of Rialto Printed on 4/27/2017Page 3 of 4
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File #: 17-360, Version: 1
The project appears to be consistent with zoning and required improvements will be in place prior toopening. Mitigation is to the level required by the City.RECOMMENDATION:
Staff requests that the Transportation Commission:
· Set final conditions and recommendations related to approval.
· Accept the proposed fair share calculations and staff recommendations.
· Recommend approval to the City Council.
City of Rialto Printed on 4/27/2017Page 4 of 4
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Draft ALDI/WSS Cactus & Foothill Shopping Center Transportation Impact Analysis April 2017
18
TABLE 5 TRIP GENERATION RATES AND ESTIMATES
TRIP GENERATION RATES
Proposed Project Land Use ITE# Units Daily
AM Peak PM Peak
In % Out % Total In % Out % Total
ALDI Discount
Supermarket 854 per KSF 90.86 58% 42% 2.53 50% 50% 8.34
WSS Shopping Center 820 per KSF 42.7 62% 38% 0.96 48% 52% 3.71
TRIP GENERATION ESTIMATES
Proposed Project Land Use Size Units Daily
AM Peak PM Peak
In Out Total In Out Total
ALDI Discount
Supermarket 18.841 KSF 1,712 28 20 48 79 79 157
WSS Shopping Center 12.43 KSF 531 7 5 12 22 24 46
Subtotal 2,243 34 25 60 101 103 203
15% Pass-By Trip Allowance -336 -5 -4 -9 -15 -15 -30
Total Project Trips 1,907 29 21 51 86 88 173
PCE Adjusted1 2,010 31 22 54 91 93 182
Notes: 1. PCE adjusted data is provided for informational purposes only.
Source: Trip Generation, 9th Edition (ITE, 2012)
Draft ALDI/WSS Cactus & Foothill Shopping Center Transportation Impact Analysis April 2017
34
IV. MITIGATION MEASURES This section summarizes the impacts identified in the study, traffic signal warrants conducted, and recommended mitigation measures.
A. Impacts The transportation impact analysis resulted in a significant impact at the following two intersections:
Foothill Boulevard & Cedar Avenue Foothill Boulevard & Larch Avenue
The addition of project traffic in the PM peak hour of the Existing Plus Growth Plus Cumulative With Project Scenario increased the delay by more than two seconds at each intersection already operating at LOS E in the Existing Plus Growth Plus Cumulative Without Project Scenario.
B. Traffic Signal Warrants A peak hour traffic signal warrant1 assessment was prepared for the unsignalized intersection of Foothill Boulevard at Larch Avenue to identify if the intersection satisfies the warrant for traffic signal installation.
The results indicate that a warrant is not satisfied for either peak hour in the Existing Plus Growth Plus Cumulative With Project Scenario. Technical calculations are provided in Appendix H.
1 This analysis is intended to examine the general correlation between the planned level of future development and the need to install new traffic signals. It estimates future development-generated traffic compared against a sub-set of the standard traffic signal warrants recommended in the Federal Highway Administration Manual on Uniform Traffic Control Devices and associated State guidelines. This analysis should not serve as the only basis for deciding whether and when to install a signal. To reach such a decision, the full set of warrants should be investigated based on field-measured, rather than forecast, traffic data and a thorough study of traffic and roadway conditions by an experienced engineer. Furthermore, the decision to install a signal should not be based solely upon the warrants, since the installation of signals can lead to certain types of collisions. The City of Rialto should undertake regular monitoring of actual traffic conditions and accident data, and timely re-evaluation of the full set of warrants in order to prioritize and program intersections for signalization.
Draft ALDI/WSS Cactus & Foothill Shopping Center Transportation Impact Analysis April 2017
35
C. Recommended Mitigation Measures The following mitigation measures are recommended at the impacted locations:
Foothill Boulevard & Cedar Avenue
The applicant shall make a fair share contribution to the City of Rialto retiming the intersection signal timing. The signal phase green times, or splits, need adjustment to maximize efficiency at the intersection. This can be accomplished without changing the intersection cycle length or signal coordination offsets, which means that the coordinated timing plan along Foothill Boulevard can remain untouched.
With implementation of the mitigation measure, the decrease in delay (-2.4 seconds) is greater than the delay that the project contributes to the intersection (2.0 seconds), as shown in Table 12, and the impact would be reduced to less-than-significant.
TABLE 12 FOOTHILL BLVD & CEDAR AVE MITIGATION IMPACTS
Intersection Peak Hour
Existing + Growth + Cumulative
Without Project
Existing + Growth + Cumulative
Without Project Δ
Delay
Existing + Growth + Cumulative Without
Project With Mitigation
Δ DelayDelay LOS Delay LOS Delay LOS
Foothill Blvd & Cedar Ave PM 63.3 E 65.3 E 2.0 62.9 E -2.4
Source: Fehr & Peers, 2017
Foothill Boulevard & Larch Avenue
In order to achieve the desired LOS D minimum at the impacted intersection of Foothill Boulevard and Larch Avenue, the intersection requires signalization. However, the low peak hour side-street stop-controlled volumes are not high enough to warrant a traffic signal. The three vacant properties at the northwest, northeast and southeast corners of the intersection are expected to be developed such that this intersection will warrant a traffic signal at some point in the future (beyond the horizon of this cumulative assessment). This improvement is scheduled as part of the SBCTA CMP Development Mitigation Nexus and the regional DIF, and is therefore a planned and funded improvement. With implementation of this mitigation measure, the intersection is expected to operate acceptably at LOS D or better and the impact would be reduced to less-than-significant.
Draft ALDI/WSS Cactus & Foothill Shopping Center Transportation Impact Analysis April 2017
38
D. Fair Share Calculations The developer is required to pay a fair share towards the improvement at the intersection of Foothill Boulevard and Cedar Avenue. The addition of project traffic was compared to the ambient and cumulative growth at the intersection to determine that the project’s fair share contribution is 4.8% of $5,000, or $240.
The developer is not required to pay fair share towards improvements at the intersection of Foothill Boulevard at Larch Avenue as the improvement is incorporated into the referenced fee program. However, if they were required to pay a fair share towards the improvements, the fair share percentage would be 10.0%.
E. Specific Plan Signalization Not applicable.
F. General Plan Conformance The proposed ALDI and WSS retail developments are in conformance with the Foothill Boulevard Specific Plan and the City of Rialto’s General Plan. Neither a Specific Plan Amendment nor a General Plan Amendment is required for the project.
Council Chambers150 S. Palm Ave.Rialto, CA 92376
City of Rialto
Legislation Details (With Text)
File #: Version: 217-365 Name:
Status:Type: Agenda Item Agenda Ready
File created: In control:4/14/2017 Transportation Commission
On agenda: Final action:5/3/2017
Title: Acceptance of the School Zone Traffic Safety Request Procedure for Addressing Traffic RelatedIssues within the School Zones Established in the Safe Route to School Program.
ACTION ITEM
Sponsors:
Indexes:
Code sections:
Attachments:
Action ByDate Action ResultVer.
For Transportation Commission Meeting [May 3, 2017]
TO: Honorable Chairperson and Commission
APPROVAL: Robert G. Eisenbeisz, P.E., Public Works Director/City Engineer
FROM: Azzam Jabsheh, P.E., Associate Civil Engineer
Acceptance of the School Zone Traffic Safety Request Procedure for Addressing Traffic RelatedIssues within the School Zones Established in the Safe Route to School Program.
ACTION ITEM
BACKGROUND:The Safe Routes to School Safety program is part of the Active Transportation Program (ATP) thatwas created by Senate Bill 99 (Chapter 359 Statutes of 2013) to encourage increased use of activemodes of transportation such as biking and walking.
On May 21, 2014, the City of Rialto submitted a grant application to the California Department ofTransportation (Caltrans) proposing to work with Rialto Unified School District (RUSD) to develop aSafe Routes to School plan. On September 27, 2014, Caltrans notified the City that its applicationwas selected for funding. Alta Design and Planning was selected by the City as the most qualifiedfirm for program development and management for the Safe Route to School program.
ANALYSIS/DISCUSSION:The City of Rialto supported by RUSD will develop a Safe Routes to School (SRTS) Program thatpromotes the five E’s (Engineering, Education, Encouragement, Enforcement and Evaluation) for the29 schools within RUSD which includes 19 elementary schools; 5 middle schools and 5 high schools.The objective of the SRTS Program is to work with parents, students, schools, community leaders,
City of Rialto Printed on 4/27/2017Page 1 of 2
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The objective of the SRTS Program is to work with parents, students, schools, community leaders,and elected officials to create a safe and encouraging environment for children to walk or bicycle toschool, and to reduce greenhouse gas emission by promoting active modes of transportation thatimprove the health and well-being of the community through walking and bicycling to school.
In developing the SRTS program tasks, Alta Design, the Safe Routes Task Force, and the City’sPlanning Division were consulted in developing comprehensive suggested route to school maps andguidelines based on State and federal design guidelines and requirements. One of the sub-tasksAlta Design and Planning is responsible for is to develop a policy for school Zone Traffic SafetyRequests along with a Submittal Form to be incorporated on the City’s Website.
This policy will assists the City of Rialto Public Works Department to establish a uniform reportingsystem that will document and acknowledge the receipt of concerns and requests of students andparents to address potential safety issues that they may be encountering on their way to and fromschool. A standard request form is being developed for this purpose. The following is the proposedprocedure for processing reports/requests:
1. City acknowledges receiving the report/request.2. Conduct preliminary investigation identifying concerns and contributing factors.3. Perform field reviews to evaluate safety and/or operational concerns.4. Complete traffic analysis, investigation and develop recommendations.5. Present findings and recommendations to the Transportation Commission.6. Discuss recommendations with the requestor and RUSD.7. If warranted, implement traffic measures addressing the concerns.
The policy will help identify operational and traffic safety measures intended to provide a safeenvironment for parents and students along suggested routes to and from schools.
RECOMMENDATION:
Staff requests that the Transportation Commission Accept the School Zone Traffic Safety RequestProcedure for addressing traffic related issues within the school zones established in the SafeRoutes to School Program.
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Council Chambers150 S. Palm Ave.Rialto, CA 92376
City of Rialto
Legislation Details (With Text)
File #: Version: 117-402 Name:
Status:Type: Agenda Item Agenda Ready
File created: In control:4/25/2017 Transportation Commission
On agenda: Final action:5/3/2017
Title: Proposed Street Sweeping Parking Enforcement Program.
ACTION ITEM
Sponsors:
Indexes:
Code sections:
Attachments: Attachment 1 - Picture of Street Sweeper
Attachment 2 - Rialto Proposed Sweeping Routes 1 2016 Sep
Attachment 3 - CVC Section 22507.pdf
Attachment 4 - Pictures of Typical Problems
Attachment 5 - Projection of Citations Processed
Action ByDate Action ResultVer.
For Transportation Commission Meeting [May 3, 2017]
TO: Honorable Chairperson and Commission
APPROVAL: Robert G. Eisenbeisz, P.E., Public Works Director/City Engineer
FROM: Lynn Merrill, Lynn Merrill & Associates
Proposed Street Sweeping Parking Enforcement Program.
ACTION ITEM
BACKGROUND:The City provides street sweeping services to residential, commercial and industrial roadwaysthroughout the City. Street sweeping is considered to be a quality of life and an environmental bestmanagement practice (BMP) as related to the National Pollution Discharge Elimination System(NPDES) programs. The process of street sweeping helps the City to remove trash, leaves and finesfrom the gutter system, thus reducing potential pollutants from affecting downstream watershedswhile enhancing the aesthetic appearance of the residential and commercial neighborhoods. Theeffectiveness of the street sweeping program is severely hampered by parked vehicles which preventthe sweepers from reaching the gutter line in order to accomplish an effective and efficient sweepingprogram. The City is currently subject to implementing various efforts designed to reduce bacteriaand nutrients under the Middle Santa Ana Total Maximum Daily Loading (TMDL) for bacteria whichwas adopted by the Regional Water Board, and participates in the Comprehensive BacteriaReduction Plan (CBRP) that was approved by the Regional Board in 2012. Enhanced street
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sweeping is a key component to compliance with both these water quality requirements.
Currently, the City contracts with Burrtec Waste for street sweeping services; Burrtec subsequentlysubcontracts with Clean Streets to provide sweeping services throughout the City. In 2014, the Citynegotiated additional sweeping services with Burrtec that allowed sweeping services to expand to theindustrial areas south of Interstate 10. Clean Street uses sweepers as shown in Attachment 1.
On an annual basis, the City sweeps the following miles of streets and collects the following amountof debris:
The City typically sweeps the residential areas twice per month on a first/third or second/fourthschedule. Industrial areas are also swept on the same schedule, while commercial areas, includingmunicipal parking lots are swept weekly. The City sweeps a total of twelve districts - no sweepingoccurs on the fifth days of the month when applicable. A copy of the current sweeping route map isincluded as Attachment 2. Over a one year period, the City sweeps a total of 11,504 curb miles ofstreets, and picks up approximately 223 pounds per curb-mile during each sweeping period.
In order to improve the effectiveness of the street sweeping program, the City has been exploring theimplementation of parking restrictions on street sweeping days. State Vehicle Code allows a city toimplement parking restrictions and to enforce the City’s parking restrictions. Section 22507.6 of theCalifornia Vehicle Code permits local authorities to establish by ordinance or resolution a prohibitionor restriction on the parking or standing of vehicles for the purpose of street sweeping. A copy of thecode section is included as Attachment 3. Several cities within both Riverside and San Bernardinocounties currently prohibit parking on the day of the street sweeping between the hours of sweepingoperations, typically between 8AM and 4PM. These cities include Chino Hills, Grand Terrace,Riverside, Perris, Lake Elsinore and San Jacinto.
ANALYSIS/DISCUSSION:Staff is proposing to develop a street sweeping parking enforcement program which would prohibitcurbside parking between the hours of 7:30 a.m. and 4:00 p.m. on the designated sweeping day. Ifapproved, the program would involve the adoption of a parking enforcement ordinance to allow forthis action. This program will allow for a more effective sweeping.
As part of the research relating to this program, staff requested Burrtec/Clean Street to conduct asurvey of the number of vehicles that the sweeper went around during its normal route. The surveywas conducted in September 2016; the daily counts are shown in the following table:
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During the month, the sweeper encountered 15,058 vehicles which restricted its ability to thoroughlysweep each street. This would translate into 180,700 vehicles per year. While the typical passengervehicle is approximately 20 feet long, by taking into consideration that the sweeper must swing outaway from the vehicle to successfully miss the vehicle, the net impact is between 40 and 60 feet ofcurb being missed each time. Over time, this would mean nearly 9.035 million curb-feet are missedor 1,711 miles of curb each year. Given that the total curb miles swept each year is 11,504 miles,this represents approximately 14.9% of the total curb miles are being missed. This also representsnearly 224 tons of materials (the equivalent of 22 typical refuse trucks) that remain on the city’sstreets due to inability to sweep effectively. The pictures in Attachment 4 further demonstrate thetypical problems that exist.
Signs are required to be placed at the entrance to each neighborhood or district. The City hasmapped out the required sign locations and has determined that a minimum of 1,648 signs wouldneed to be placed in order to meet the requirements of the Vehicle Code. Additional signs would beadded based on field operations, complaints and other factors on an as-needed basis.
Citations issued would be managed by the City’s current citation processing company, DataTicket ofNewport Beach, CA. Citations would be uploaded at the end of each shift, and transferred toDataTicket who in turn would process the citations, handle any appeal processes, file notices asappropriate with the Department of Motor Vehicles and collect the fines via a link on the City’swebsite or through telephone processing.
As part of the design of the sweeping enforcement program, the City and Burrtec investigated thepossibility of alternate side/alternate day sweeping schedules. In an alternate side/alternate daysweeping schedule, only one side of a street would be swept on a scheduled date, thus allowingparking on the opposite side. The opposite side of the street would then be swept on the next day. Itwas determined that the loss of efficiency in the sweeping program would be significant, due to theamount of non-sweep route miles that would be created, as well as the problems generated insweeping a cul-de-sac where the sweeper would have the brooms down on one side of the street,and then would drive down the opposite side with the brooms up. In essence, such routing would
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double the amount of miles that the sweeper would need to travel each month in order to sweep.
City staff recognized that there are some narrow streets in high density areas where there is a lack ofoff-street parking which would allow residents to be able to park. City staff identified approximatelynine neighborhoods with multi-family housing which will be placed on an alternate side/alternate daysweeping schedule. This will reduce the impact on these neighborhoods while minimizing thealternate side/alternate day inefficiencies to the sweeping operation.
Phasing of the program would be over a six-month period, subject to the issuance of a contract foraward of sign installation and the time required for installation of signs. Staff anticipates the followingschedule and quantities of signs to be installed in each parking zone. These are shown in the tablebelow:
Staff anticipates that signs in each zone would be installed at the rate of twenty signs per day or 100signs per week. This will require approximately 17 weeks to complete the installation of all signs orfour months for full program implementation.
Public education, for the first sixty days that the program is implemented within a zone, will consist ofa parking control officer placing an education piece on each vehicle in violation of the parkingprogram. This public education piece will be bilingual and will look like a citation but will explain thenew parking enforcement program and provide the date that actual enforcement will begin in thezone. It will also provide information regarding what the fine amount would be had the violation been“live”. Information about the program will also be available on a separate website, as well as throughsocial media, and print materials.
We anticipate a fine amount of $35.00 per violation will be established, although some cities havecharged $45.00 or more. Payment for parking citations is due within 21-days of the issuance unlessappealed. After 21-days, the bail amount typically doubles as a late penalty.
We are projecting the following citation volume per year for the first year. We have assumed that ofthe 180,700 potential violations, 75% of the residents will comply with the new enforcement program,resulting in the issuance of approximately 3,700 citations per month or 45,174 citations per year.(188 citations per program day.) Typically 10% of the citations are dismissed or voided, due tovarious reasons or in the interest of justice. Of the remaining citations, 30% are paid within the 21-day period, while 40% are paid delinquent. 20% of the citations are unpaid through the normal
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day period, while 40% are paid delinquent. 20% of the citations are unpaid through the normalprocess and are ultimately referred to the Department of Motor Vehicles for placement of liens on avehicle’s registration. Of this total 20%, 16% are typically paid through the license registration lienprocess while 4% cannot be processed by DMV. This means that of the total citations issued,approximately 14% will either be dismissed, or uncollectable. A copy of the graph showing this mix isincluded as Attachment 5.
RECOMMENDATION:
Staff requests that the Transportation Commission:
· Approved the proposed street sweeping parking enforcement program
· Make a recommendation to the City Council for establishment of the program.
City of Rialto Printed on 4/27/2017Page 5 of 5
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W Pinedale Ave
S Li
nden
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W Merrill Ave
W Etiwanda Ave
W Foothill Blvd
S Riverside A
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V ine ya rdA v e
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SR
iver
side
AveBloomington Ave
W Randall Ave
E Grant St
San Bernardino Ave
NP
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Ave
W Casmalia St
NO
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NM
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W Bohnert Ave
WV iaB e llo D r
W Valley Blvd
N Riverside Ave
N S
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WTe rra
V is ta D r
E Walnut Ave
E Foothill Blvd
Foothill Fwy
E EtiwandaAve
N Riverside Ave
N P
eppe
r Ave
N Y
ucca
Ave
S C
edar
Ave
Larc
h Av
e
W Randall Ave
NTerra c e R
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W Rialto Ave
SS
pru
ceA
ve
N A
caci
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W Rosewood St
W Walnut Ave
E Shamrock St
W Carter St
W E a s t o n S t
W Orchard St
W C a l l e V i s t a D r
N T
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Ave
N Idyllwild
Ave
W Lo rra in e P l
E Cascade Dr
NA
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W S c o ttS t
W Alru St
E Wilson St
E Holly St
W Carter St
W H a w tho rneS t
E Merrill Ave
W Grove St
E Lurelane St
W Pomona Ave
W James St
W Holly St
W N o rw o od S t
E 2nd St
W Grove St
E A rbe thS t
W Tullock St
E E as to n S t
W B u e na V is ta D r
S D
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Ave
E James St
E C o nd o r
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S V
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Ave
W Norwood St
E Allen St
E Rialto Ave
Cac
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Ave
W Mindinao St
W Summit Ave
E Santa Ana Ave
W Jurupa Ave
NAy
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W PersimmonSt
W B ry an tS t
NA p pleAv e
N M
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Ave
W Stonehurst Dr
W 2nd StN L
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E F o r t u n a
W a y
E B u n t in g
D r
S i n g l e t o n
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W Santa Ana Ave
E C a m e ro n W ay
W Baseline Rd
W Durst Dr
Cac
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Ave
W Miramont St
E King St
N M
ulbe
rry A
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W Via Bello Dr
W Wilson St
W South St
W R es ou rce D r
E 3rd St
E JacksonSt
W Casa Grande Dr
N Palm Ave
S Li
lac
Ave
W WalnutAve
W Slover Ave
W Ramona Dr
W Victoria St
W Miro Way
W Easton St
W CoastBlvd
N Orange Ave
SE
n te rp r ise
Dr
NLa
urel
Ave
N A
lder
Ave
Man
go A
ve W Tudor St
W La Sierra Dr
W Highland Ave
W Summit Ave
SC
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Ave
SW
illo
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NLi
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aure
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lmet
to A
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NS
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S M
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Ave
NL
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NM
ap
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S A
lthea
Ave
SAc
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Ave
N A
lder
Ave
SW
illow
Ave
NC
edar
Ave
N D
ate
Ave
NTa
mar
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N L
ocus
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S In
dust
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r
NA
y ala
Dr
NLi
nden
Ave
NW
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Ave
SC
actu
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Ave
N C
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E Highland Ave
N C
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Ave
NLi
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Ave
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Rialto Sweeping
10
§̈¦
§̈¦
!
10
15
210
For additionalinformation call
Burrtec Waste Industriesat
(909) 877-1596or visit the City
website atwww.rialtoca.gov.
Effective September 1, 2016
11
7
2
49
12
6
1
5
3
8
Legend
City of Rialto
Park your vehicles off the street on your scheduledsweeping days. Thank You.
IMPORTANT: This schedule may be disrupted byholidays and inclement weather.
123
45
MondayTuesdayWednesday
ThursdayFriday
1st & 3rd Week
2nd & 4th Week
Friday10
6789
MondayTuesdayWednesdayThursday
Baseline RdFoothill BlvdRiverside Ave
1st & 3rdWednesday
1211 Monday (2 & 4)
Wednesday (2 & 4)
Industrial/Commercial Areas
California Vehicle Code Section 22507.6 22507.6. Local authorities may, by ordinance or resolution, prohibit or restrict the parking or standing of vehicles on designated streets or highways, or portions thereof, for the purpose of street sweeping. No ordinance or resolution relating to the parking or standing of commercial vehicles in a residential district shall be effective with respect to any commercial vehicle making pickups or deliveries of goods, wares, or merchandise from or to any building or structure located on the restricted street or highway, or for the purpose of delivering materials to be used in the repair, alteration, remodeling, or reconstruction of any building or structure for which a building permit has previously been obtained. No such ordinance or resolution shall be effective until the street or highway, or portion thereof, has been sign-posted in accordance with the uniform standards and specifications of the Department of Transportation, or local authorities have caused to be posted in a conspicuous place at each entrance to the street a notice not less than 17 inches by 22 inches in size, with lettering not less than one inch in height, setting forth the day or days and hours parking is prohibited. As used in this section, “entrance” means the intersection of any street or streets comprising an area of restricted parking for street-sweeping purposes on the same day or days and hours with another street or highway not subject to such a parking restriction, or subject to parking restrictions on different days and hours. (Amended by Stats. 1982, Ch. 466, Sec. 115.)
Council Chambers150 S. Palm Ave.Rialto, CA 92376
City of Rialto
Legislation Details (With Text)
File #: Version: 117-416 Name:
Status:Type: Agenda Item Agenda Ready
File created: In control:4/27/2017 Transportation Commission
On agenda: Final action:5/3/2017
Title: Delivery of the Draft Focused TIA for PA 108 - Revised Building 6
INFORMATION ITEM
Sponsors:
Indexes:
Code sections:
Attachments: Bldg 6 Peak Shift Analysis Letter Report 2
PA 108 Building 6 Focused Traffic Analysis
Action ByDate Action ResultVer.
Delivery of the Draft Focused TIA for PA 108 - Revised Building 6
INFORMATION ITEM
Draft TIA for review by the Transportation Commission at the June meeting.
Please be advised that this TIA is the preliminary draft and has not been reviewed by staff as of yet.
City of Rialto Printed on 4/27/2017Page 1 of 1
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Intersection Analysis Summary
4/18/2017Report File: K:\...\1 Existing AM_PA108.pdf
Scenario 12 Existing AMVistro File: K:\...\PA 108 B6_OY Cum_AM.vistro
Revised Building 6
V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. forall other control types, they are taken for the whole intersection.
C23.00.724WB LeftHCM 2010SignalizedLocust Ave / Casmalia Ave19
B10.90.479EB LeftHCM 2010SignalizedLocust Ave / Renaissance
Pkwy18
B10.50.007EB LeftHCM 2010Two-way stopLinden Ave / Miro Way17
C19.10.148SB LeftHCM 2010Two-way stopLocust Ave / Miro Way16
B17.60.663SB LeftHCM 2010SignalizedAyala Dr / Baseline Rd15
C21.50.771WB LeftHCM 2010SignalizedAyala Dr / Renaissance Pkwy14
B11.10.604EB RightHCM 2010SignalizedAyala Dr / SR-210 EB Ramps13
B15.90.751WB RightHCM 2010SignalizedAyala Dr / SR-210 WB
Ramps12
C27.60.610NB LeftHCM 2010SignalizedAyala Dr / Casmalia St11
B13.50.345EB LeftHCM 2010SignalizedBaseline Rd / Linden Ave10
B17.81.699EB LeftHCM 2010SignalizedLinden Ave / Renaissance
Pkwy9
C27.80.384SB LeftHCM 2010SignalizedLinden Ave / Casmalia St8
C23.60.453NB LeftHCM 2010SignalizedBaseline Rd / Locust Ave7
C23.80.796NB LeftHCM 2010SignalizedAlder Ave / Baseline Rd6
A3.50.714WB RightHCM 2010SignalizedMiro Way/Alder Ave5
C32.80.746EB LeftHCM 2010SignalizedAlder Ave / Renaissance
Pkwy3
B13.10.731SB LeftHCM 2010SignalizedAlder Ave / SR-210 EB
Ramps2
B15.80.808NB LeftHCM 2010SignalizedAlder Ave / SR-210 WB
Ramps1
LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID
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Generated with
0.808Volume to Capacity (v/c):
BLevel Of Service:
15.8Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 1: Alder Ave / SR-210 WB Ramps
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
SR-210 WB RampsSR-210 WB RampsAlder AveName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
100032100041914400427318Total Analysis Volume [veh/h]
25080000105360010780Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.92400.92400.92401.00001.00001.00000.92400.92401.00001.00000.92400.9240Peak Hour Factor
92029700038713300395294Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
0.000.000.002.002.002.000.000.002.002.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
92029700038713300395294Base Volume Input [veh/h]
SR-210 WB RampsSR-210 WB RampsAlder AveName
Volumes
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Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoPedestrian Recall
NoNoNoNoMaximum Recall
NoNoNoNoMinimum Recall
0.02.00.00.00.00.00.02.00.00.02.02.0l2, Clearance Lost Time [s]
0.02.00.00.00.00.00.02.00.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
010000001000100Pedestrian Clearance [s]
050000050050Walk [s]
0.03.00.00.00.00.00.03.00.00.03.03.0Vehicle Extension [s]
0270000037006326Split [s]
0.01.00.00.00.00.00.01.00.00.01.01.0All red [s]
0.03.00.00.00.00.00.03.00.00.03.03.0Amber [s]
0300000030003030Maximum Green [s]
070000070077Minimum Green [s]
-----------LeadLead / Lag
Auxiliary Signal Groups
040000020061Signal group
SplitSplitSplitPermissProtectePermissPermissPermissPermissPermissPermissProtecteControl Type
Phasing & Timing
12.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
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Generated with
37.97149.04185.3546.2625.00151.3995th-Percentile Queue Length [ft]
1.525.967.411.851.006.0695th-Percentile Queue Length [veh]
21.0982.80102.9725.7013.8984.1150th-Percentile Queue Length [ft]
0.843.314.121.030.563.3650th-Percentile Queue Length [veh]
NoYesYesNoNoYesCritical Lane Group
BCBBACLane Group LOS
16.2221.2919.5712.964.2922.13d, Delay for Lane Group [s/veh]
0.270.780.830.240.190.80X, volume / capacity
Lane Group Results
1.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.403.253.660.210.043.76d2, Incremental Delay [s]
1.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.110.110.11k, delay calibration
15.8218.0515.9112.754.2518.37d1, Uniform Delay [s]
3674115035922213397c, Capacity [veh/h]
161518101615190036181810s, saturation flow rate [veh/h]
0.060.180.260.080.120.18(v / s)_i Volume / Saturation Flow Rate
0.230.230.310.310.610.22g / C, Green / Cycle
111115153011g_i, Effective Green Time [s]
2.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
505050505050C, Cycle Length [s]
CLCCCLLane Group
Lane Group Calculations
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Movement, Approach, & Intersection Results
0.00 0.000.00 21.29 16.2216.2219.5722.13 4.29d_M, Delay for Movement [s/veh] 12.960.00 0.00
BC BBAMovement LOS C B
0.00 20.09d_A, Approach Delay [s/veh] 17.8811.91
A CApproach LOS B B
15.84d_I, Intersection Delay [s/veh]
BIntersection LOS
0.808Intersection V/C
----------------Ring 4
----------------Ring 3
---------------6Ring 2
-------------421Ring 1
Sequence
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Version 5.00-00
Generated with
0.731Volume to Capacity (v/c):
BLevel Of Service:
13.1Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 2: Alder Ave / SR-210 EB Ramps
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
SR-210 EB RampsSR-210 EB RampsAlder AveAlder AvenueName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
00044503230410612864270Total Analysis Volume [veh/h]
000111081010315711070Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00000.91400.91400.91401.00000.91400.91400.91400.91401.0000Peak Hour Factor
00040702950375562613900Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.000.000.000.002.000.000.000.000.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
00040702950375562613900Base Volume Input [veh/h]
SR-210 EB RampsSR-210 EB RampsAlder AveAlder AvenueName
Volumes
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Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoPedestrian Recall
NoNoNoNoMaximum Recall
NoNoNoNoMinimum Recall
0.00.00.00.02.00.00.02.02.00.02.00.0l2, Clearance Lost Time [s]
0.00.00.00.02.00.00.02.02.00.02.00.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
000010001000100Pedestrian Clearance [s]
000050050050Walk [s]
0.00.00.00.03.00.00.03.03.00.03.00.0Vehicle Extension [s]
0000440046110350Split [s]
0.00.00.00.01.00.00.01.01.00.01.00.0All red [s]
0.00.00.00.03.00.00.03.03.00.03.00.0Amber [s]
0000300030300300Maximum Green [s]
000070077070Minimum Green [s]
--------Lead---Lead / Lag
Auxiliary Signal Groups
000080025060Signal group
PermissProtectePermissSplitSplitSplitPermissPermissProtectePermissPermissPermissControl Type
Phasing & Timing
12.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing AM
Version 5.00-00
Generated with
144.8786.0933.7924.83122.22113.6395th-Percentile Queue Length [ft]
5.793.441.350.994.894.5595th-Percentile Queue Length [veh]
80.4847.8318.7713.7967.9063.1350th-Percentile Queue Length [ft]
3.221.910.750.552.722.5350th-Percentile Queue Length [veh]
YesNoNoYesYesNoCritical Lane Group
BBABBBLane Group LOS
15.1611.706.9219.9916.1914.69d, Delay for Lane Group [s/veh]
0.800.520.240.390.750.66X, volume / capacity
Lane Group Results
1.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.00d3, Initial Queue Delay [s]
2.640.660.071.632.411.36d2, Incremental Delay [s]
1.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.110.110.11k, delay calibration
12.5211.046.8418.3613.7813.33d1, Uniform Delay [s]
5596261683155475542c, Capacity [veh/h]
161518103618181016641900s, saturation flow rate [veh/h]
0.280.180.110.030.210.19(v / s)_i Volume / Saturation Flow Rate
0.350.350.470.090.290.29g / C, Green / Cycle
15152041212g_i, Effective Green Time [s]
2.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
424242424242C, Cycle Length [s]
RCCLCCLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing AM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
11.70 15.1611.70 0.00 0.000.000.000.00 14.94d_M, Delay for Movement [s/veh] 6.9216.19 19.99
B BBBMovement LOS AB B
13.70 0.00d_A, Approach Delay [s/veh] 8.6115.44
B AApproach LOS B A
13.11d_I, Intersection Delay [s/veh]
BIntersection LOS
0.731Intersection V/C
----------------Ring 4
----------------Ring 3
-------------865Ring 2
---------------2Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing AM
Version 5.00-00
Generated with
0.746Volume to Capacity (v/c):
CLevel Of Service:
32.8Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 3: Alder Ave / Renaissance Pkwy
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Renaissance PkwyRenaissance PkwyAlder AvenueAlder AvenueName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
1562094148126121587721332250762Total Analysis Volume [veh/h]
3952101232301419333512716Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.83300.83300.83300.83300.83300.83300.83300.83300.83300.83300.83300.8330Peak Hour Factor
1301743440105101486431111842252Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
1301743440105101486431111842252Base Volume Input [veh/h]
Renaissance PkwyRenaissance PkwyAlder AvenueAlder AvenueName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing AM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0100010001000100Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s]
01911019110494101911Split [s]
0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]
03030030300303003030Maximum Green [s]
077077077077Minimum Green [s]
--Lead--Lead--Lead--LeadLead / Lag
Auxiliary Signal Groups
047083061025Signal group
PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
16.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing AM
Version 5.00-00
Generated with
154.78167.1042.8864.6867.36131.4730.53615.78142.24166.73168.7164.7295th-Percentile Queue Length [ft]
6.196.681.722.592.695.261.2224.635.696.676.752.5995th-Percentile Queue Length [veh]
85.9992.8323.8235.9337.4273.0416.96443.1679.0292.6393.7335.9550th-Percentile Queue Length [ft]
3.443.710.951.441.502.920.6817.733.163.713.751.4450th-Percentile Queue Length [veh]
YesNoNoNoNoYesNoYesNoNoNoYesCritical Lane Group
CCDCCDBDDBBDLane Group LOS
32.1831.3344.9725.4225.2548.7015.1838.9747.3519.2419.2345.25d, Delay for Lane Group [s/veh]
0.430.410.450.180.170.780.080.940.780.350.350.55X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
3.392.713.420.800.698.320.0514.407.480.280.284.21d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.500.500.110.500.500.110.110.310.110.110.110.11k, delay calibration
28.7928.6341.5524.6224.5740.3715.1324.5739.8818.9618.9541.04d1, Uniform Delay [s]
40046491482530155696819171746757112c, Capacity [veh/h]
164019001810172719001810161519001810187219001810s, saturation flow rate [veh/h]
0.110.100.020.050.050.070.040.410.070.140.140.03(v / s)_i Volume / Saturation Flow Rate
0.240.240.050.280.280.090.430.430.090.400.400.06g / C, Green / Cycle
22225252583939836366g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
909090909090909090909090C, Cycle Length [s]
CCLCCLRCLCCLLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing AM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
25.30 25.4248.70 44.97 32.1831.4015.1845.25 19.23d_M, Delay for Movement [s/veh] 38.9719.24 47.35
C CD CD CBBMovement LOS D DB D
34.92 33.07d_A, Approach Delay [s/veh] 38.6921.96
C CApproach LOS C D
32.80d_I, Intersection Delay [s/veh]
CIntersection LOS
0.746Intersection V/C
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing AM
Version 5.00-00
Generated with
0.714Volume to Capacity (v/c):
ALevel Of Service:
3.5Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 5: Miro Way/Alder Ave
Intersection Level Of Service Report
YesYesYesCrosswalk
0.000.000.00Grade [%]
35.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftThruLeftRightThruTurning Movement
Lane Configuration
WestboundSouthboundNorthboundApproach
Miro WayAlder AvenueAlder AveName
Intersection Setup
000Bicycle Volume [bicycles/h]
000Pedestrian Volume [ped/h]
000000Local Bus Stopping Rate [/h]
000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
412525352406Total Analysis Volume [veh/h]
10113191102Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.92500.92500.92500.92500.92500.9250Peak Hour Factor
382486322376Total Hourly Volume [veh/h]
000000Right-Turn on Red Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
000000Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.001.001.001.001.001.00Growth Rate
0.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
382486322376Base Volume Input [veh/h]
Miro WayAlder AvenueAlder AveName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing AM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.0Detector Location [ft]
NoNoNoPedestrian Recall
NoNoNoMaximum Recall
NoNoNoMinimum Recall
0.02.02.00.00.02.0l2, Clearance Lost Time [s]
0.02.02.00.00.02.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
010100010Pedestrian Clearance [s]
055005Walk [s]
0.03.03.00.00.03.0Vehicle Extension [s]
071190019Split [s]
0.01.01.00.00.01.0All red [s]
0.03.03.00.00.03.0Amber [s]
030300030Maximum Green [s]
077007Minimum Green [s]
-Lead----Lead / Lag
Auxiliary Signal Groups
046002Signal group
PermissivePermissivePermissivePermissivePermissivePermissiveControl Type
Phasing & Timing
12.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing AM
Version 5.00-00
Generated with
3.860.151.311.521.711.7095th-Percentile Queue Length [ft]
0.150.010.050.060.070.0795th-Percentile Queue Length [veh]
2.140.080.730.850.950.9550th-Percentile Queue Length [ft]
0.090.000.030.030.040.0450th-Percentile Queue Length [veh]
YesNoYesNoNoNoCritical Lane Group
AAAAAALane Group LOS
8.126.733.344.813.243.23d, Delay for Lane Group [s/veh]
0.300.010.350.050.260.26X, volume / capacity
Lane Group Results
1.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.00d3, Initial Queue Delay [s]
1.260.030.140.030.170.17d2, Incremental Delay [s]
1.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.110.110.11k, delay calibration
6.866.693.204.783.063.06d1, Uniform Delay [s]
1351511497689785786c, Capacity [veh/h]
16151810361899318971900s, saturation flow rate [veh/h]
0.030.000.150.040.110.11(v / s)_i Volume / Saturation Flow Rate
0.080.080.410.410.410.41g / C, Green / Cycle
116666g_i, Effective Green Time [s]
2.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.002.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
161616161616C, Cycle Length [s]
RLCLCCLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing AM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
3.34 6.73 8.123.24d_M, Delay for Movement [s/veh] 4.813.24
AA AAMovement LOS AA
8.063.43d_A, Approach Delay [s/veh] 3.24
AAApproach LOS A
3.55d_I, Intersection Delay [s/veh]
AIntersection LOS
0.714Intersection V/C
----------------Ring 4
----------------Ring 3
---------------6Ring 2
--------------42Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing AM
Version 5.00-00
Generated with
0.796Volume to Capacity (v/c):
CLevel Of Service:
23.8Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 6: Alder Ave / Baseline Rd
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00215.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000100000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Baseline RdBaseline RdAlder AveAlder AveName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
11542861965056772358141104268143Total Analysis Volume [veh/h]
29107152412617188935266736Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.85200.85200.85200.85200.85200.85200.85200.85200.85200.85200.85200.8520Peak Hour Factor
983655282430576130512089228122Total Hourly Volume [veh/h]
6200000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
983655282430576130512089228122Base Volume Input [veh/h]
Baseline RdBaseline RdAlder AveAlder AveName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing AM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0100010001000100Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s]
03211036150271402916Split [s]
0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]
03030030300303003030Maximum Green [s]
077077077077Minimum Green [s]
--Lead--Lead--Lead--LeadLead / Lag
Auxiliary Signal Groups
047083025061Signal group
PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
16.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing AM
Version 5.00-00
Generated with
48.59215.8338.7339.69264.0342.3833.15200.5093.61215.4895.2895th-Percentile Queue Length [ft]
1.948.631.551.5910.561.701.338.023.748.623.8195th-Percentile Queue Length [veh]
27.00124.3821.5122.05160.2323.5518.42113.2452.01124.1252.9350th-Percentile Queue Length [ft]
1.084.980.860.886.410.940.744.532.084.962.1250th-Percentile Queue Length [veh]
NoNoYesNoYesNoNoNoYesYesNoCritical Lane Group
BCCBCCBCCCCLane Group LOS
15.8820.6428.8615.4523.4928.7718.1723.9231.3525.9731.53d, Delay for Lane Group [s/veh]
0.230.740.450.190.860.470.180.770.730.840.74X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.241.902.310.193.942.370.222.795.374.415.54d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.110.110.110.110.110.110.110.11k, delay calibration
15.6418.7526.5415.2619.5526.4017.9521.1325.9821.5625.99d1, Uniform Delay [s]
491578136497585143393463192442193c, Capacity [veh/h]
16151900181016151900181016151900181018111810s, saturation flow rate [veh/h]
0.070.230.030.060.270.040.040.190.080.210.08(v / s)_i Volume / Saturation Flow Rate
0.300.300.070.310.310.080.240.240.110.240.11g / C, Green / Cycle
181841818515156156g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
6060606060606060606060C, Cycle Length [s]
RCLRCLRCLCLLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing AM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
23.49 15.4528.77 28.86 15.8820.6418.1731.53 25.97d_M, Delay for Movement [s/veh] 23.9225.97 31.35
C BC BC CBCMovement LOS C CC C
22.87 20.57d_A, Approach Delay [s/veh] 25.0327.51
C CApproach LOS C C
23.82d_I, Intersection Delay [s/veh]
CIntersection LOS
0.796Intersection V/C
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing AM
Version 5.00-00
Generated with
0.453Volume to Capacity (v/c):
CLevel Of Service:
23.6Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 7: Baseline Rd / Locust Ave
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Baseline RdBaseline RdLocust AveLocust AveName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
1194624224548443312328843210122Total Analysis Volume [veh/h]
3011611611211185822115230Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.80500.80500.80500.80500.80500.80500.80500.80500.80500.80500.80500.8050Peak Hour Factor
96372341973903525187713516998Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
96372341973903525187713516998Base Volume Input [veh/h]
Baseline RdBaseline RdLocust AveLocust AveName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing AM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0100010001000100Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s]
01911019110353802225Split [s]
0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]
03030030300303003030Maximum Green [s]
077077077077Minimum Green [s]
--Lead--Lead--Lead--LeadLead / Lag
Auxiliary Signal Groups
047083061025Signal group
PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
16.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing AM
Version 5.00-00
Generated with
137.43145.3943.83119.07110.3444.8426.64226.3694.3736.31196.56131.5595th-Percentile Queue Length [ft]
5.505.821.754.764.411.791.079.053.771.457.865.2695th-Percentile Queue Length [veh]
76.3580.7724.3566.1561.3024.9114.80132.1152.4320.17110.4073.0850th-Percentile Queue Length [ft]
3.053.230.972.652.451.000.595.282.100.814.422.9250th-Percentile Queue Length [veh]
YesNoNoNoNoYesNoYesNoNoNoYesCritical Lane Group
BBDBBDCDDCDDLane Group LOS
12.4212.3344.8412.3011.5544.8333.6043.2747.5232.5637.7948.03d, Delay for Lane Group [s/veh]
0.300.290.450.280.250.450.130.820.690.160.670.77X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.800.743.330.820.313.360.246.006.550.282.467.75d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.500.500.110.500.500.110.110.110.110.110.110.11k, delay calibration
11.6111.5941.5111.4811.2441.4733.3537.2640.9732.2835.3240.27d1, Uniform Delay [s]
945101694865193695239282127267314158c, Capacity [veh/h]
176819001810161536181810161519001810161519001810s, saturation flow rate [veh/h]
0.160.160.020.150.130.020.020.120.050.030.110.07(v / s)_i Volume / Saturation Flow Rate
0.540.540.050.540.540.050.150.150.070.160.160.09g / C, Green / Cycle
48485484851313615158g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
909090909090909090909090C, Cycle Length [s]
CCLRCLRCLRCLLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing AM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
11.55 12.3044.83 44.84 12.4212.3633.6048.03 37.79d_M, Delay for Movement [s/veh] 43.2732.56 47.52
B BD BD BCDMovement LOS D DC D
13.64 14.56d_A, Approach Delay [s/veh] 43.4840.52
B BApproach LOS D D
23.60d_I, Intersection Delay [s/veh]
CIntersection LOS
0.453Intersection V/C
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing AM
Version 5.00-00
Generated with
0.384Volume to Capacity (v/c):
CLevel Of Service:
27.8Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 8: Linden Ave / Casmalia St
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Casmalia StCasmalia StLinden AveLinden AveName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
6015712597495825812681779Total Analysis Volume [veh/h]
15393124121565312442Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.65100.65100.65100.65100.65100.65100.65100.65100.65100.65100.65100.6510Peak Hour Factor
39102836332381688251156Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
39102836332381688251156Base Volume Input [veh/h]
Casmalia StCasmalia StLinden AveLinden AveName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing AM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0100010001000100Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s]
03026034300191101911Split [s]
0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]
03030030300303003030Maximum Green [s]
077077077077Minimum Green [s]
--Lead--Lead--Lead--LeadLead / Lag
Auxiliary Signal Groups
047083061025Signal group
PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
16.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing AM
Version 5.00-00
Generated with
216.8613.9286.5351.2455.5057.73154.733.2278.0610.8995th-Percentile Queue Length [ft]
8.670.563.462.052.222.316.190.133.120.4495th-Percentile Queue Length [veh]
125.147.7348.0728.4730.8432.0785.961.7943.366.0550th-Percentile Queue Length [ft]
5.010.311.921.141.231.283.440.071.730.2450th-Percentile Queue Length [veh]
YesNoNoYesNoNoYesNoYesNoCritical Lane Group
DDCDAAEABDLane Group LOS
44.2348.4232.4645.138.058.0160.219.5210.8249.69d, Delay for Lane Group [s/veh]
0.830.320.300.500.150.140.910.010.180.31X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
6.854.950.513.820.290.2719.000.020.385.89d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.110.500.500.110.500.500.11k, delay calibration
37.3743.4831.9641.317.767.7441.209.5010.4443.80d1, Uniform Delay [s]
260373359910551125139858101029c, Capacity [veh/h]
1776177418471774174718631774158318631774s, saturation flow rate [veh/h]
0.120.010.060.030.090.090.070.010.100.01(v / s)_i Volume / Saturation Flow Rate
0.150.020.180.060.600.600.080.540.540.02g / C, Green / Cycle
1321655454749491g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
90909090909090909090C, Cycle Length [s]
CLCLCCLRCLLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing AM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
32.46 32.4645.13 48.42 44.2344.238.0549.69 10.82d_M, Delay for Movement [s/veh] 8.029.52 60.21
C CD DD DABMovement LOS D AA E
36.58 44.45d_A, Approach Delay [s/veh] 22.9012.57
D DApproach LOS B C
27.82d_I, Intersection Delay [s/veh]
CIntersection LOS
0.384Intersection V/C
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing AM
Version 5.00-00
Generated with
1.699Volume to Capacity (v/c):
BLevel Of Service:
17.8Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 9: Linden Ave / Renaissance Pkwy
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Renaissance PkwyRenaissance PkwyLinden AveLinden AveName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
1592120020129390230000Total Analysis Volume [veh/h]
40530050710057000Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.66600.66600.66600.66600.66600.66600.66601.00000.66600.66600.66600.6660Peak Hour Factor
1061410013419260153000Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
1061410013419260153000Base Volume Input [veh/h]
Renaissance PkwyRenaissance PkwyLinden AveLinden AveName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing AM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoMaximum Recall
NoYesNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.00.00.02.00.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.00.00.02.00.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0100010001000100Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.00.00.03.00.0Vehicle Extension [s]
020120191105900590Split [s]
0.01.01.00.01.01.00.01.00.00.01.00.0All red [s]
0.03.03.00.03.03.00.03.00.00.03.00.0Amber [s]
03070303003000300Maximum Green [s]
077077070070Minimum Green [s]
--Lead--Lead------Lead / Lag
Auxiliary Signal Groups
047083060020Signal group
PermissPermissProtectePermissPermissProtectePermissPermissPermissPermissPermissPermissControl Type
Phasing & Timing
12.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing AM
Version 5.00-00
Generated with
57.2633.9925.200.0079.2831.7630.550.00214.840.0095th-Percentile Queue Length [ft]
2.291.361.010.003.171.271.220.008.590.0095th-Percentile Queue Length [veh]
31.8118.8914.000.0044.0417.6516.970.00123.650.0050th-Percentile Queue Length [ft]
1.270.760.560.001.760.710.680.004.950.0050th-Percentile Queue Length [veh]
NoNoYesNoYesNoNoNoYesNoCritical Lane Group
AAAAADCADALane Group LOS
7.947.284.410.009.1447.4428.910.0037.810.00d, Delay for Lane Group [s/veh]
0.180.100.080.000.190.350.120.000.670.00X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.440.190.120.000.382.440.150.002.250.00d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.500.500.500.500.500.110.110.110.110.11k, delay calibration
7.507.104.290.008.7744.9928.750.0035.560.00d1, Uniform Delay [s]
88610421350923108684334392344432c, Capacity [veh/h]
1441169518131583186311651583186314121863s, saturation flow rate [veh/h]
0.110.060.060.000.110.020.020.000.160.00(v / s)_i Volume / Saturation Flow Rate
0.620.620.700.580.580.040.210.210.210.21g / C, Green / Cycle
5555635252419191919g_i, Effective Green Time [s]
2.002.000.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.002.000.000.002.000.000.002.002.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
90909090909090909090C, Cycle Length [s]
CCCRCLRCLCLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing AM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
9.14 0.0047.44 4.41 7.945.7828.910.00 0.00d_M, Delay for Movement [s/veh] 0.000.00 37.81
A AD AA ACAMovement LOS A AA D
13.97 6.71d_A, Approach Delay [s/veh] 36.520.00
B AApproach LOS A D
17.85d_I, Intersection Delay [s/veh]
BIntersection LOS
1.699Intersection V/C
----------------Ring 4
----------------Ring 3
-------------876Ring 2
-------------432Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing AM
Version 5.00-00
Generated with
0.345Volume to Capacity (v/c):
BLevel Of Service:
13.5Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 10: Baseline Rd / Linden Ave
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Baseline RdBaseline RdLinden AveLinden AveName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
303985263394302418744767Total Analysis Volume [veh/h]
71001316981064181217Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.90700.90700.90700.90700.90700.90700.90700.90700.90700.90700.90700.9070Peak Hour Factor
273614757357302216674361Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
273614757357302216674361Base Volume Input [veh/h]
Baseline RdBaseline RdLinden AveLinden AveName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing AM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.00.00.02.00.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.00.00.02.00.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0100010001000100Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.00.00.03.00.0Vehicle Extension [s]
058130571202000200Split [s]
0.01.01.00.01.01.00.01.00.00.01.00.0All red [s]
0.03.03.00.03.03.00.03.00.00.03.00.0Amber [s]
030300303003000300Maximum Green [s]
077077070070Minimum Green [s]
--Lead--Lead------Lead / Lag
Auxiliary Signal Groups
047083060020Signal group
PermissPermissProtectePermissPermissProtectePermissPermissPermissPermissPermissPermissControl Type
Phasing & Timing
12.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing AM
Version 5.00-00
Generated with
5.0181.7654.2256.7158.394.7521.4319.3269.68113.6795th-Percentile Queue Length [ft]
0.203.272.172.272.340.190.860.772.794.5595th-Percentile Queue Length [veh]
2.7845.4230.1231.5132.442.6411.9010.7338.7163.1550th-Percentile Queue Length [ft]
0.111.821.201.261.300.110.480.431.552.5350th-Percentile Queue Length [veh]
NoYesNoNoNoYesNoNoNoYesCritical Lane Group
AADAAEDDDDLane Group LOS
2.984.1545.035.075.0458.0035.9946.3638.4241.54d, Delay for Lane Group [s/veh]
0.020.280.510.180.180.280.110.220.400.54X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.040.493.810.310.2913.450.221.361.412.12d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.500.500.110.500.500.110.110.110.110.11k, delay calibration
2.943.6641.224.764.7544.5535.7745.0037.0239.42d1, Uniform Delay [s]
12061419103126013221121781184212c, Capacity [veh/h]
1615190018101810190018101900138016151298s, saturation flow rate [veh/h]
0.020.210.030.120.120.000.010.010.050.09(v / s)_i Volume / Saturation Flow Rate
0.750.750.060.700.700.010.110.110.110.11g / C, Green / Cycle
676756363110101010g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.002.000.002.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
90909090909090909090C, Cycle Length [s]
RCLCCLCLRCLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing AM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
5.05 5.0758.00 45.03 2.984.1535.9941.54 41.54d_M, Delay for Movement [s/veh] 35.9938.42 46.36
A AE AD ADDMovement LOS D DD D
5.40 8.50d_A, Approach Delay [s/veh] 40.4440.32
A AApproach LOS D D
13.54d_I, Intersection Delay [s/veh]
BIntersection LOS
0.345Intersection V/C
----------------Ring 4
----------------Ring 3
-------------876Ring 2
-------------432Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing AM
Version 5.00-00
Generated with
0.610Volume to Capacity (v/c):
CLevel Of Service:
27.6Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 11: Ayala Dr / Casmalia St
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Casmalia StCasmalia StAyala DrAyala DrName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
3052203234557116251675333121Total Analysis Volume [veh/h]
713515914231564198330Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.81100.81100.81100.81100.81100.81100.81100.81100.81100.81100.81100.8110Peak Hour Factor
24421651904569507136127098Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
24421651904569507136127098Base Volume Input [veh/h]
Casmalia StCasmalia StAyala DrAyala DrName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing AM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0100010001000100Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s]
04917043110191101911Split [s]
0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]
03030030300303003030Maximum Green [s]
077077077077Minimum Green [s]
--Lead--Lead--Lead--LeadLead / Lag
Auxiliary Signal Groups
047083061025Signal group
PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
16.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing AM
Version 5.00-00
Generated with
20.3135.46209.85229.2145.768.85200.41201.1717.93104.62109.48142.8595th-Percentile Queue Length [ft]
0.811.428.399.171.830.358.028.050.724.184.385.7195th-Percentile Queue Length [veh]
11.2919.70120.02134.2125.424.92113.18113.739.9658.1260.8279.3650th-Percentile Queue Length [ft]
0.450.794.805.371.020.204.534.550.402.322.433.1750th-Percentile Queue Length [veh]
NoNoYesYesNoNoYesNoNoNoNoYesCritical Lane Group
CCDDCDBBDBBELane Group LOS
22.8523.0846.4043.2131.9050.9818.7518.7447.3414.0013.9256.22d, Delay for Lane Group [s/veh]
0.060.090.850.850.170.300.390.390.340.230.230.87X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.060.078.297.160.246.941.441.434.260.640.5915.15d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.110.110.110.500.500.110.500.500.11k, delay calibration
22.8023.0138.1136.0531.6644.0417.3117.3143.0913.3513.3341.08d1, Uniform Delay [s]
4685502392763242380781147851908139c, Capacity [veh/h]
158318631774158318631774185118631774174618631774s, saturation flow rate [veh/h]
0.020.030.110.150.030.000.170.170.010.110.110.07(v / s)_i Volume / Saturation Flow Rate
0.300.300.130.170.170.010.440.440.030.490.490.08g / C, Green / Cycle
272712161613939244447g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
909090909090909090909090C, Cycle Length [s]
RCLRCLCCLCCLLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing AM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
31.90 43.2150.98 46.40 22.8523.0818.7556.22 13.95d_M, Delay for Movement [s/veh] 18.7514.00 47.34
C DD CD CBBMovement LOS E BB D
41.29 39.66d_A, Approach Delay [s/veh] 19.4523.63
D DApproach LOS C B
27.64d_I, Intersection Delay [s/veh]
CIntersection LOS
0.610Intersection V/C
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing AM
Version 5.00-00
Generated with
0.751Volume to Capacity (v/c):
BLevel Of Service:
15.9Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 12: Ayala Dr / SR-210 WB Ramps
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
SR-210 WB RampsSR-210 WB RampsAyala DrAyala DrName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
193229600046853900306573Total Analysis Volume [veh/h]
481740001171350076143Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.86700.86700.86701.00001.00001.00000.86700.86701.00001.00000.86700.8670Peak Hour Factor
167225700040646700265497Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
0.000.000.002.002.002.000.000.002.002.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
167225700040646700265497Base Volume Input [veh/h]
SR-210 WB RampsSR-210 WB RampsAyala DrAyala DrName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing AM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoPedestrian Recall
NoNoNoNoMaximum Recall
NoNoNoNoMinimum Recall
0.02.00.00.00.00.00.02.00.00.02.02.0l2, Clearance Lost Time [s]
0.02.00.00.00.00.00.02.00.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
010000001000100Pedestrian Clearance [s]
050000050050Walk [s]
0.03.00.00.00.00.00.03.00.00.03.03.0Vehicle Extension [s]
0190000045007126Split [s]
0.01.00.00.00.00.00.01.00.00.01.01.0All red [s]
0.03.00.00.00.00.00.03.00.00.03.03.0Amber [s]
0300000030003030Maximum Green [s]
070000070077Minimum Green [s]
-----------LeadLead / Lag
Auxiliary Signal Groups
040000020061Signal group
SplitSplitSplitPermissProtectePermissPermissPermissPermissPermissPermissProtecteControl Type
Phasing & Timing
12.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing AM
Version 5.00-00
Generated with
71.1976.8978.86196.27177.539.36119.7695th-Percentile Queue Length [ft]
2.853.083.157.857.100.374.7995th-Percentile Queue Length [veh]
39.5542.7243.81110.1998.635.2066.5350th-Percentile Queue Length [ft]
1.581.711.754.413.950.212.6650th-Percentile Queue Length [veh]
YesNoNoYesNoNoYesCritical Lane Group
CCCBBABLane Group LOS
21.7921.5921.5316.7614.362.7218.71d, Delay for Lane Group [s/veh]
0.610.610.610.830.710.120.72X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
2.462.262.202.901.320.021.24d2, Incremental Delay [s]
1.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.110.110.110.11k, delay calibration
19.3319.3319.3313.8613.042.6917.47d1, Uniform Delay [s]
2492712796107102468796c, Capacity [veh/h]
1615176018101632190036183514s, saturation flow rate [veh/h]
0.090.090.090.310.270.080.16(v / s)_i Volume / Saturation Flow Rate
0.150.150.150.370.370.680.23g / C, Green / Cycle
88818183311g_i, Effective Green Time [s]
2.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
49494949494949C, Cycle Length [s]
RCLCCCLLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing AM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
0.00 0.000.00 21.55 21.7521.5916.7618.71 2.72d_M, Delay for Movement [s/veh] 14.520.00 0.00
CC CBAMovement LOS B B
0.00 21.63d_A, Approach Delay [s/veh] 15.5613.14
A CApproach LOS B B
15.92d_I, Intersection Delay [s/veh]
BIntersection LOS
0.751Intersection V/C
----------------Ring 4
----------------Ring 3
---------------6Ring 2
-------------421Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing AM
Version 5.00-00
Generated with
0.604Volume to Capacity (v/c):
BLevel Of Service:
11.1Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 13: Ayala Dr / SR-210 EB Ramps
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
SR-210 EB RampsSR-210 EB RampsAyala DrAyala DrName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
000335411105052853697170Total Analysis Volume [veh/h]
00084128012671921790Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00000.91900.91900.91901.00000.91900.91900.91900.91901.0000Peak Hour Factor
000308410204642623396590Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.000.000.000.002.000.000.000.000.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
000308410204642623396590Base Volume Input [veh/h]
SR-210 EB RampsSR-210 EB RampsAyala DrAyala DrName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing AM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoPedestrian Recall
NoNoNoNoMaximum Recall
NoNoNoNoMinimum Recall
0.00.00.00.02.00.00.02.02.00.02.00.0l2, Clearance Lost Time [s]
0.00.00.00.02.00.00.02.02.00.02.00.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
000010001000100Pedestrian Clearance [s]
000050050050Walk [s]
0.00.00.00.03.00.00.03.03.00.03.00.0Vehicle Extension [s]
0000240066190470Split [s]
0.00.00.00.01.00.00.01.01.00.01.00.0All red [s]
0.00.00.00.03.00.00.03.03.00.03.00.0Amber [s]
0000300030300300Maximum Green [s]
000070077070Minimum Green [s]
--------Lead---Lead / Lag
Auxiliary Signal Groups
000080025060Signal group
PermissProtectePermissSplitSplitSplitPermissPermissProtectePermissPermissPermissControl Type
Phasing & Timing
12.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing AM
Version 5.00-00
Generated with
53.8353.9932.0714.5341.4797.2184.3795th-Percentile Queue Length [ft]
2.152.161.280.581.663.893.3795th-Percentile Queue Length [veh]
29.9030.0017.818.0723.0454.0146.8750th-Percentile Queue Length [ft]
1.201.200.710.320.922.161.8750th-Percentile Queue Length [veh]
YesNoNoNoYesYesNoCritical Lane Group
BBBABBBLane Group LOS
16.0716.0614.233.4614.7312.7911.23d, Delay for Lane Group [s/veh]
0.570.570.340.230.460.690.60X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
1.771.760.600.050.551.640.49d2, Incremental Delay [s]
1.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.110.110.110.11k, delay calibration
14.3014.3013.643.4114.1911.1610.74d1, Uniform Delay [s]
29429533022026145321192c, Capacity [veh/h]
1615162118103618351416153618s, saturation flow rate [veh/h]
0.100.100.060.140.080.230.20(v / s)_i Volume / Saturation Flow Rate
0.180.180.180.610.170.330.33g / C, Green / Cycle
7772371313g_i, Effective Green Time [s]
2.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
38383838383838C, Cycle Length [s]
RCLCLRCLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing AM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
16.06 16.0614.23 0.00 0.000.000.000.00 11.23d_M, Delay for Movement [s/veh] 3.4612.79 14.73
B BBBMovement LOS AB B
15.61 0.00d_A, Approach Delay [s/veh] 7.5311.76
B AApproach LOS B A
11.07d_I, Intersection Delay [s/veh]
BIntersection LOS
0.604Intersection V/C
----------------Ring 4
----------------Ring 3
-------------865Ring 2
---------------2Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing AM
Version 5.00-00
Generated with
0.771Volume to Capacity (v/c):
CLevel Of Service:
21.5Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 14: Ayala Dr / Renaissance Pkwy
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Renaissance PkwyRenaissance PkwyAyala DrAyala DrName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
361115913910894856621601270785Total Analysis Volume [veh/h]
902923527242116540317721Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.85100.85100.85100.85100.85100.85100.85100.85100.85100.85100.85100.8510Peak Hour Factor
3079881189280725631361060272Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
3079881189280725631361060272Base Volume Input [veh/h]
Renaissance PkwyRenaissance PkwyAyala DrAyala DrName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing AM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0100010001000100Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s]
03311033110281603018Split [s]
0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]
03030030300303003030Maximum Green [s]
077077077077Minimum Green [s]
--Lead--Lead--Lead--LeadLead / Lag
Auxiliary Signal Groups
047083025061Signal group
PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
16.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing AM
Version 5.00-00
Generated with
202.8149.677.2852.9439.6057.4236.01162.23102.575.08188.2051.8495th-Percentile Queue Length [ft]
8.111.990.292.121.582.301.446.494.100.207.532.0795th-Percentile Queue Length [veh]
114.9127.594.0429.4122.0031.9020.0190.1356.982.82104.5628.8050th-Percentile Queue Length [ft]
4.601.100.161.180.881.280.803.612.280.114.181.1550th-Percentile Queue Length [veh]
YesNoNoNoNoYesNoNoYesNoYesNoCritical Lane Group
CBCBBCBBCBCCLane Group LOS
24.6016.9333.9413.9613.4228.0516.4219.5830.3616.6822.1427.94d, Delay for Lane Group [s/veh]
0.840.230.300.250.160.550.190.670.750.030.790.52X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
4.380.225.540.230.122.770.210.785.380.031.592.56d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.110.110.110.110.110.110.110.110.11k, delay calibration
20.2216.7128.4013.7313.3025.2816.2218.8024.9816.6520.5525.38d1, Uniform Delay [s]
43150730557655170444994212400896163c, Capacity [veh/h]
161519001810161519001810161536181810161536181810s, saturation flow rate [veh/h]
0.220.060.000.090.060.050.050.180.090.010.200.05(v / s)_i Volume / Saturation Flow Rate
0.270.270.020.340.340.090.270.270.120.250.250.09g / C, Green / Cycle
16161202051616714145g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
585858585858585858585858C, Cycle Length [s]
CCLCCLRCLRCLLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing AM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
13.42 13.9628.05 33.94 24.6016.9316.4227.94 22.14d_M, Delay for Movement [s/veh] 19.5816.68 30.36
B BC CC BBCMovement LOS C BB C
17.67 22.95d_A, Approach Delay [s/veh] 21.1922.67
B CApproach LOS C C
21.52d_I, Intersection Delay [s/veh]
CIntersection LOS
0.771Intersection V/C
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing AM
Version 5.00-00
Generated with
0.663Volume to Capacity (v/c):
BLevel Of Service:
17.6Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 15: Ayala Dr / Baseline Rd
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Baseline RdBaseline RdAyala DrAyala DrName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
393191128429810753468435043569Total Analysis Volume [veh/h]
10802821742713117111210917Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.94700.94700.94700.94700.94700.94700.94700.94700.94700.94700.94700.9470Peak Hour Factor
373021068028210150443414741265Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
373021068028210150443414741265Base Volume Input [veh/h]
Baseline RdBaseline RdAyala DrAyala DrName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing AM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0100010001000100Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s]
02015022170271104226Split [s]
0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]
03030030300303003030Maximum Green [s]
077077077077Minimum Green [s]
--Lead--Lead--Lead--LeadLead / Lag
Auxiliary Signal Groups
047083025061Signal group
PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
16.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing AM
Version 5.00-00
Generated with
68.2669.8045.7874.3177.6943.7684.6686.8719.0013.52160.5328.9595th-Percentile Queue Length [ft]
2.732.791.832.973.111.753.393.470.760.546.421.1695th-Percentile Queue Length [veh]
37.9238.7825.4341.2843.1624.3147.0348.2610.567.5189.1816.0850th-Percentile Queue Length [ft]
1.521.551.021.651.730.971.881.930.420.303.570.6450th-Percentile Queue Length [veh]
NoNoYesYesNoNoNoNoYesNoYesNoCritical Lane Group
BBBBBBBBCBBCLane Group LOS
18.6218.5019.9819.5419.2219.9814.9314.8721.3911.6617.3620.43d, Delay for Lane Group [s/veh]
0.580.570.520.640.630.500.540.540.360.110.800.41X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
1.761.651.892.412.121.840.960.911.810.102.831.64d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.110.110.110.110.110.110.110.110.11k, delay calibration
16.8616.8518.0917.1417.1018.1413.9813.9719.5811.5614.5218.79d1, Uniform Delay [s]
304316217288311213475493120461542166c, Capacity [veh/h]
182919001810175919001810183319001810161519001810s, saturation flow rate [veh/h]
0.100.100.060.110.100.060.140.140.020.030.230.04(v / s)_i Volume / Saturation Flow Rate
0.170.170.120.160.160.120.260.260.070.280.280.09g / C, Green / Cycle
7757751111312124g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
444444444444444444444444C, Cycle Length [s]
CCLCCLCCLRCLLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing AM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
19.33 19.5419.98 19.98 18.6218.5514.9320.43 17.36d_M, Delay for Movement [s/veh] 14.9011.66 21.39
B BB BB BBBMovement LOS C BB C
19.51 18.90d_A, Approach Delay [s/veh] 15.4017.23
B BApproach LOS B B
17.65d_I, Intersection Delay [s/veh]
BIntersection LOS
0.663Intersection V/C
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing AM
Version 5.00-00
Generated with
0.148Volume to Capacity (v/c):
CLevel Of Service:
19.1Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
Two-way stopControl Type:
Intersection 16: Locust Ave / Miro Way
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Miro WayMiro WayLocust AveName
Intersection Setup
0000Pedestrian Volume [ped/h]
1118587973227162889Total Analysis Volume [veh/h]
2821222280181722Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.84800.84800.84800.84800.84800.84800.84800.84800.84800.84800.84800.8480Peak Hour Factor
947476862736052448Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
947476862736052448Base Volume Input [veh/h]
Miro WayMiro WayLocust AveName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing AM
Version 5.00-00
Generated with
CIntersection LOS
12.81d_I, Intersection Delay [s/veh]
AACBApproach LOS
0.292.8016.6913.60d_A, Approach Delay [s/veh]
6.286.286.281.251.251.2590.5790.5790.5752.5052.5052.5095th-Percentile Queue Length [ft]
0.250.250.250.050.050.053.623.623.622.102.102.1095th-Percentile Queue Length [veh]
AAAAAACCCBBCMovement LOS
0.000.007.250.000.007.4715.1616.2019.0511.9613.5516.47d_M, Delay for Movement [s/veh]
0.000.000.000.000.000.010.010.410.150.010.400.02V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
0000Number of Storage Spaces in Median
NoNoTwo-Stage Gap Acceptance
0000Storage Area [veh]
NoNoFlared Lane
FreeFreeStopStopPriority Scheme
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing AM
Version 5.00-00
Generated with
0.007Volume to Capacity (v/c):
BLevel Of Service:
10.5Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
Two-way stopControl Type:
Intersection 17: Linden Ave / Miro Way
Intersection Level Of Service Report
YesYesYesCrosswalk
0.000.000.00Grade [%]
35.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftRightThruThruLeftTurning Movement
Lane Configuration
EastboundSouthboundNorthboundApproach
Miro WayLinden AveName
Intersection Setup
000Pedestrian Volume [ped/h]
645302122Total Analysis Volume [veh/h]
16110031Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.58000.58000.58000.58000.58000.5800Peak Hour Factor
37320171Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
000000Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
37320171Base Volume Input [veh/h]
Miro WayLinden AveName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing AM
Version 5.00-00
Generated with
BIntersection LOS
7.68d_I, Intersection Delay [s/veh]
AAAApproach LOS
8.710.007.29d_A, Approach Delay [s/veh]
5.325.320.000.006.216.2195th-Percentile Queue Length [ft]
0.210.210.000.000.250.2595th-Percentile Queue Length [veh]
ABAAAAMovement LOS
8.5710.500.000.000.007.40d_M, Delay for Movement [s/veh]
0.060.010.000.000.000.08V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
StopFreeFreePriority Scheme
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing AM
Version 5.00-00
Generated with
0.479Volume to Capacity (v/c):
BLevel Of Service:
10.9Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 18: Locust Ave / Renaissance Pkwy
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Renaissance PkwyRenaissance PkwyLocust AveLocust AveName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
35929514975711041526350319188Total Analysis Volume [veh/h]
92324371918263816128047Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.82800.82800.82800.82800.82800.82800.82800.82800.82800.82800.82800.8280Peak Hour Factor
2976791236259861265241264156Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
2976791236259861265241264156Base Volume Input [veh/h]
Renaissance PkwyRenaissance PkwyLocust AveLocust AveName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing AM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoPedestrian Recall
NoNoNoNoNoMaximum Recall
NoNoNoNoNoMinimum Recall
0.02.00.00.02.02.00.02.00.00.02.00.0l2, Clearance Lost Time [s]
0.02.00.00.02.02.00.02.00.00.02.00.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0100010001000100Pedestrian Clearance [s]
050050050050Walk [s]
0.03.00.00.03.03.00.03.00.00.03.00.0Vehicle Extension [s]
01900301106000600Split [s]
0.01.00.00.01.01.00.01.00.00.01.00.0All red [s]
0.03.00.00.03.03.00.03.00.00.03.00.0Amber [s]
03000303003000300Maximum Green [s]
070077070070Minimum Green [s]
-----Lead------Lead / Lag
Auxiliary Signal Groups
040083020060Signal group
PermissPermissPermissPermissPermissProtectePermissPermissPermissPermissPermissPermissControl Type
Phasing & Timing
12.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing AM
Version 5.00-00
Generated with
14.0514.4928.3619.188.9922.6018.8827.8718.2780.5848.7395th-Percentile Queue Length [ft]
0.560.581.130.770.360.900.761.110.733.221.9595th-Percentile Queue Length [veh]
7.808.0515.7610.665.0012.5610.4915.4810.1544.7727.0750th-Percentile Queue Length [ft]
0.310.320.630.430.200.500.420.620.411.791.0850th-Percentile Queue Length [veh]
NoNoYesNoNoYesNoNoNoYesNoCritical Lane Group
BBBAABAABBBLane Group LOS
11.1411.0915.706.245.8116.468.708.8715.0810.8913.08d, Delay for Lane Group [s/veh]
0.160.150.280.210.090.390.190.240.190.600.39X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.180.150.450.140.041.370.170.190.290.930.50d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.110.110.110.110.110.110.110.11k, delay calibration
10.9610.9415.256.105.7615.098.538.6714.799.9612.58d1, Uniform Delay [s]
401441337717844181537632324617486c, Capacity [veh/h]
17291900117516151900181016151900102918561255s, saturation flow rate [veh/h]
0.040.030.080.090.040.040.060.080.060.200.15(v / s)_i Volume / Saturation Flow Rate
0.230.230.230.440.440.100.330.330.330.330.33g / C, Green / Cycle
888161641212121212g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.002.000.000.000.000.000.002.000.002.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
3636363636363636363636C, Cycle Length [s]
CCLCCLRCLCLLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing AM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
5.81 6.2416.46 15.70 11.1411.108.7013.08 10.89d_M, Delay for Movement [s/veh] 8.8710.89 15.08
A AB BB BABMovement LOS B AB B
8.59 13.07d_A, Approach Delay [s/veh] 10.0411.63
A BApproach LOS B B
10.85d_I, Intersection Delay [s/veh]
BIntersection LOS
0.479Intersection V/C
----------------Ring 4
----------------Ring 3
-------------8-6Ring 2
------------43-2Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing AM
Version 5.00-00
Generated with
0.724Volume to Capacity (v/c):
CLevel Of Service:
23.0Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 19: Locust Ave / Casmalia Ave
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Casmalia StLocust AveLocust AveName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
87109918882503433244810255183Total Analysis Volume [veh/h]
222725226286811236446Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.76900.76900.76900.76900.76900.76900.76900.76900.76900.76900.76900.7690Peak Hour Factor
678471468192264249378196141Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
678471468192264249378196141Base Volume Input [veh/h]
Casmalia StLocust AveLocust AveName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing AM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0100010001000100Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s]
01916027240301503217Split [s]
0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]
03030030300303003030Maximum Green [s]
077077077077Minimum Green [s]
--Lead--Lead--Lead--LeadLead / Lag
Auxiliary Signal Groups
061025083047Signal group
PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
12.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing AM
Version 5.00-00
Generated with
121.867.3041.94150.70190.68162.2829.8649.7650.20114.5795th-Percentile Queue Length [ft]
4.870.291.686.037.636.491.191.992.014.5895th-Percentile Queue Length [veh]
67.704.0523.3083.72106.1890.1616.5927.6527.8963.6550th-Percentile Queue Length [ft]
2.710.160.933.354.253.610.661.111.122.5550th-Percentile Queue Length [veh]
YesNoNoYesYesNoNoNoNoYesCritical Lane Group
CCBCCCCBBCLane Group LOS
29.0134.0515.0027.4923.7220.3528.4113.9713.9629.38d, Delay for Lane Group [s/veh]
0.780.310.190.800.810.650.410.210.210.77X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
5.115.800.174.593.791.452.330.170.175.11d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.110.110.110.110.110.110.11k, delay calibration
23.9028.2514.8422.9019.9318.9026.0813.8013.8024.27d1, Uniform Delay [s]
25229555314423497116618626239c, Capacity [veh/h]
1727177418091774158318631774183818631774s, saturation flow rate [veh/h]
0.110.010.060.140.220.170.030.070.070.10(v / s)_i Volume / Saturation Flow Rate
0.150.020.310.180.270.270.070.340.340.13g / C, Green / Cycle
8118101515419198g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
58585858585858585858C, Cycle Length [s]
CLCLRCLCCLLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing AM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
15.00 15.0027.49 34.05 29.0129.0123.7229.38 13.97d_M, Delay for Movement [s/veh] 20.3513.97 28.41
B BC CC CCBMovement LOS C CB C
23.77 29.23d_A, Approach Delay [s/veh] 22.5020.26
C CApproach LOS C C
22.98d_I, Intersection Delay [s/veh]
CIntersection LOS
0.724Intersection V/C
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing AM
Version 5.00-00
Generated with
Intersection Analysis Summary
4/18/2017Report File: K:\...\1 Existing PM_PA108.pdf
Scenario 12 Existing PMVistro File: K:\...\PA 108 B6_OY Cum_PM.vistro
Revised Building 6
V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. forall other control types, they are taken for the whole intersection.
B16.30.575WB LeftHCM 2010SignalizedLocust Ave / Casmalia Ave19
A8.40.342WB LeftHCM 2010SignalizedLocust Ave / Renaissance
Pkwy18
A9.00.003EB LeftHCM 2010Two-way stopLinden Ave / Miro Way17
B14.40.070SB LeftHCM 2010Two-way stopLocust Ave / Miro Way16
B19.00.685SB LeftHCM 2010SignalizedAyala Dr / Baseline Rd15
B17.20.710WB LeftHCM 2010SignalizedAyala Dr / Renaissance Pkwy14
C25.40.520NB RightHCM 2010SignalizedAyala Dr / SR-210 EB Ramps13
C27.00.417SB RightHCM 2010SignalizedAyala Dr / SR-210 WB
Ramps12
C23.10.330SB LeftHCM 2010SignalizedAyala Dr / Casmalia St11
B11.80.296EB LeftHCM 2010SignalizedBaseline Rd / Linden Ave10
B13.40.174EB LeftHCM 2010SignalizedLinden Ave / Renaissance
Pkwy9
C24.40.482NB LeftHCM 2010SignalizedLinden Ave / Casmalia St8
C21.80.381SB LeftHCM 2010SignalizedBaseline Rd / Locust Ave7
C20.50.765SB LeftHCM 2010SignalizedAlder Ave / Baseline Rd6
A3.40.710WB RightHCM 2010SignalizedMiro Way/Alder Ave5
C31.70.463SB LeftHCM 2010SignalizedAlder Ave / Renaissance
Pkwy3
B12.80.707SB LeftHCM 2010SignalizedAlder Ave / SR-210 EB
Ramps2
B13.20.731WB LeftHCM 2010SignalizedAlder Ave / SR-210 WB
Ramps1
LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing PM
Version 5.00-00
Generated with
0.731Volume to Capacity (v/c):
BLevel Of Service:
13.2Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 1: Alder Ave / SR-210 WB Ramps
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
SR-210 WB RampsSR-210 WB RampsAlder AveName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
891026100027728100340342Total Analysis Volume [veh/h]
223650006970008586Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.96100.96100.96101.00001.00001.00000.96100.96101.00001.00000.96100.9610Peak Hour Factor
861025100026627000327329Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
0.000.000.002.002.002.000.000.002.002.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
861025100026627000327329Base Volume Input [veh/h]
SR-210 WB RampsSR-210 WB RampsAlder AveName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing PM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoPedestrian Recall
NoNoNoNoMaximum Recall
NoNoNoNoMinimum Recall
0.02.00.00.00.00.00.02.00.00.02.02.0l2, Clearance Lost Time [s]
0.02.00.00.00.00.00.02.00.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
010000001000100Pedestrian Clearance [s]
050000050050Walk [s]
0.03.00.00.00.00.00.03.00.00.03.03.0Vehicle Extension [s]
0260000031006433Split [s]
0.01.00.00.00.00.00.01.00.00.01.01.0All red [s]
0.03.00.00.00.00.00.03.00.00.03.03.0Amber [s]
0300000030003030Maximum Green [s]
070000070077Minimum Green [s]
-----------LeadLead / Lag
Auxiliary Signal Groups
040000020061Signal group
SplitSplitSplitPermissProtectePermissPermissPermissPermissPermissPermissProtecteControl Type
Phasing & Timing
12.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing PM
Version 5.00-00
Generated with
28.0886.8688.0981.6011.56112.5995th-Percentile Queue Length [ft]
1.123.473.523.260.464.5095th-Percentile Queue Length [veh]
15.6048.2548.9445.336.4262.5550th-Percentile Queue Length [ft]
0.621.931.961.810.262.5050th-Percentile Queue Length [veh]
NoYesYesNoNoYesCritical Lane Group
BBBBABLane Group LOS
13.6316.9215.7514.293.6416.74d, Delay for Lane Group [s/veh]
0.300.710.710.600.160.78X, volume / capacity
Lane Group Results
1.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.492.492.311.250.032.98d2, Incremental Delay [s]
1.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.110.110.11k, delay calibration
13.1514.4413.4513.043.6113.77d1, Uniform Delay [s]
3353693964652137440c, Capacity [veh/h]
164018101617190036181810s, saturation flow rate [veh/h]
0.060.140.170.150.090.19(v / s)_i Volume / Saturation Flow Rate
0.200.200.240.240.590.24g / C, Green / Cycle
881010239g_i, Effective Green Time [s]
2.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
393939393939C, Cycle Length [s]
CLCCCLLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing PM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
0.00 0.000.00 16.92 13.6313.6315.7516.74 3.64d_M, Delay for Movement [s/veh] 14.300.00 0.00
BB BBAMovement LOS B B
0.00 16.02d_A, Approach Delay [s/veh] 15.0210.21
A BApproach LOS B B
13.19d_I, Intersection Delay [s/veh]
BIntersection LOS
0.731Intersection V/C
----------------Ring 4
----------------Ring 3
---------------6Ring 2
-------------421Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing PM
Version 5.00-00
Generated with
0.707Volume to Capacity (v/c):
BLevel Of Service:
12.8Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 2: Alder Ave / SR-210 EB Ramps
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
SR-210 EB RampsSR-210 EB RampsAlder AveAlder AvenueName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
000331522503841193004540Total Analysis Volume [veh/h]
0008315609630751130Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00000.97400.97400.97401.00000.97400.97400.97400.97401.0000Peak Hour Factor
000322521903741162924420Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.000.000.000.002.000.000.000.000.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
000322521903741162924420Base Volume Input [veh/h]
SR-210 EB RampsSR-210 EB RampsAlder AveAlder AvenueName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing PM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoPedestrian Recall
NoNoNoNoMaximum Recall
NoNoNoNoMinimum Recall
0.00.00.00.02.00.00.02.02.00.02.00.0l2, Clearance Lost Time [s]
0.00.00.00.02.00.00.02.02.00.02.00.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
000010001000100Pedestrian Clearance [s]
000050050050Walk [s]
0.00.00.00.03.00.00.03.03.00.03.00.0Vehicle Extension [s]
0000360054150390Split [s]
0.00.00.00.01.00.00.01.01.00.01.00.0All red [s]
0.00.00.00.03.00.00.03.03.00.03.00.0Amber [s]
0000300030300300Maximum Green [s]
000070077070Minimum Green [s]
--------Lead---Lead / Lag
Auxiliary Signal Groups
000080025060Signal group
PermissProtectePermissSplitSplitSplitPermissPermissProtectePermissPermissPermissControl Type
Phasing & Timing
12.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing PM
Version 5.00-00
Generated with
108.8564.1321.7243.38118.11109.5095th-Percentile Queue Length [ft]
4.352.570.871.744.724.3895th-Percentile Queue Length [veh]
60.4735.6312.0724.1065.6160.8350th-Percentile Queue Length [ft]
2.421.430.480.962.622.4350th-Percentile Queue Length [veh]
YesNoNoYesYesNoCritical Lane Group
BBABBBLane Group LOS
16.0212.945.0918.2515.0413.62d, Delay for Lane Group [s/veh]
0.750.460.200.510.750.66X, volume / capacity
Lane Group Results
1.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.00d3, Initial Queue Delay [s]
2.560.680.051.742.261.29d2, Incremental Delay [s]
1.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.110.110.11k, delay calibration
13.4612.265.0416.5112.7812.33d1, Uniform Delay [s]
4424961914232503574c, Capacity [veh/h]
161518113618181016661900s, saturation flow rate [veh/h]
0.200.130.110.070.230.20(v / s)_i Volume / Saturation Flow Rate
0.270.270.530.130.300.30g / C, Green / Cycle
11112151212g_i, Effective Green Time [s]
2.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
404040404040C, Cycle Length [s]
RCCLCCLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing PM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
12.94 16.0212.94 0.00 0.000.000.000.00 13.86d_M, Delay for Movement [s/veh] 5.0915.04 18.25
B BBBMovement LOS AB B
14.76 0.00d_A, Approach Delay [s/veh] 8.2014.33
B AApproach LOS B A
12.77d_I, Intersection Delay [s/veh]
BIntersection LOS
0.707Intersection V/C
----------------Ring 4
----------------Ring 3
-------------865Ring 2
---------------2Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing PM
Version 5.00-00
Generated with
0.463Volume to Capacity (v/c):
CLevel Of Service:
31.7Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 3: Alder Ave / Renaissance Pkwy
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Renaissance PkwyRenaissance PkwyAlder AvenueAlder AvenueName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
9658212612764935321132662010Total Analysis Volume [veh/h]
2415573216231332871552Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.94700.94700.94700.94700.94700.94700.94700.94700.94700.94700.94700.9470Peak Hour Factor
915520251206188504107255879Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
915520251206188504107255879Base Volume Input [veh/h]
Renaissance PkwyRenaissance PkwyAlder AvenueAlder AvenueName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing PM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0100010001000100Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s]
01911019110491404611Split [s]
0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]
03030030300303003030Maximum Green [s]
077077077077Minimum Green [s]
--Lead--Lead--Lead--LeadLead / Lag
Auxiliary Signal Groups
047083061025Signal group
PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
16.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing PM
Version 5.00-00
Generated with
54.3231.4522.8438.8039.5466.9164.11423.71124.08261.59264.0711.8495th-Percentile Queue Length [ft]
2.171.260.911.551.582.682.5616.954.9610.4610.560.4795th-Percentile Queue Length [veh]
30.1817.4712.6921.5621.9737.1735.62285.2268.93158.39160.266.5850th-Percentile Queue Length [ft]
1.210.700.510.860.881.491.4211.412.766.346.410.2650th-Percentile Queue Length [veh]
YesNoNoNoNoYesNoYesNoNoNoYesCritical Lane Group
BBDBBDCDDCCDLane Group LOS
15.8015.1046.3013.7713.7245.3923.0235.5849.5932.7132.6748.94d, Delay for Lane Group [s/veh]
0.140.070.360.090.090.560.190.910.780.690.690.31X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.410.173.640.220.204.360.185.698.901.881.855.26d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.500.500.110.500.500.110.110.110.110.110.110.11k, delay calibration
15.3914.9342.6613.5513.5341.0322.8429.8940.6930.8330.8243.69d1, Uniform Delay [s]
6998235983088011349958714446346932c, Capacity [veh/h]
161519001810179119001810161519001810187319001810s, saturation flow rate [veh/h]
0.060.030.010.040.040.040.060.280.060.170.170.01(v / s)_i Volume / Saturation Flow Rate
0.430.430.030.460.460.060.310.310.080.250.250.02g / C, Green / Cycle
39393424262828722222g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
909090909090909090909090C, Cycle Length [s]
CCLCCLRCLCCLLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing PM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
13.74 13.7745.39 46.30 15.8015.1023.0248.94 32.69d_M, Delay for Movement [s/veh] 35.5832.71 49.59
B BD BD BCCMovement LOS D DC D
23.08 19.23d_A, Approach Delay [s/veh] 36.1432.94
C BApproach LOS C D
31.72d_I, Intersection Delay [s/veh]
CIntersection LOS
0.463Intersection V/C
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing PM
Version 5.00-00
Generated with
0.710Volume to Capacity (v/c):
ALevel Of Service:
3.4Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 5: Miro Way/Alder Ave
Intersection Level Of Service Report
YesYesYesCrosswalk
0.000.000.00Grade [%]
35.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftThruLeftRightThruTurning Movement
Lane Configuration
WestboundSouthboundNorthboundApproach
Miro WayAlder AvenueAlder AveName
Intersection Setup
000Bicycle Volume [bicycles/h]
000Pedestrian Volume [ped/h]
000000Local Bus Stopping Rate [/h]
000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
276495210469Total Analysis Volume [veh/h]
7212450117Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.97100.97100.97100.97100.97100.9710Peak Hour Factor
266481200455Total Hourly Volume [veh/h]
000000Right-Turn on Red Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
000000Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.001.001.001.001.001.00Growth Rate
0.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
266481200455Base Volume Input [veh/h]
Miro WayAlder AvenueAlder AveName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing PM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.0Detector Location [ft]
NoNoNoPedestrian Recall
NoNoNoMaximum Recall
NoNoNoMinimum Recall
0.02.02.00.00.02.0l2, Clearance Lost Time [s]
0.02.02.00.00.02.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
010100010Pedestrian Clearance [s]
055005Walk [s]
0.03.03.00.00.03.0Vehicle Extension [s]
070200020Split [s]
0.01.01.00.00.01.0All red [s]
0.03.03.00.00.03.0Amber [s]
030300030Maximum Green [s]
077007Minimum Green [s]
-Lead----Lead / Lag
Auxiliary Signal Groups
046002Signal group
PermissivePermissivePermissivePermissivePermissivePermissiveControl Type
Phasing & Timing
12.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing PM
Version 5.00-00
Generated with
2.710.491.190.942.052.0595th-Percentile Queue Length [ft]
0.110.020.050.040.080.0895th-Percentile Queue Length [veh]
1.510.270.660.521.141.1450th-Percentile Queue Length [ft]
0.060.010.030.020.050.0550th-Percentile Queue Length [veh]
YesNoYesNoNoNoCritical Lane Group
AAAAAALane Group LOS
8.086.933.184.733.213.21d, Delay for Lane Group [s/veh]
0.250.050.330.030.300.30X, volume / capacity
Lane Group Results
1.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.00d3, Initial Queue Delay [s]
1.220.170.130.020.210.21d2, Incremental Delay [s]
1.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.110.110.11k, delay calibration
6.856.763.054.723.003.00d1, Uniform Delay [s]
1071201506679791791c, Capacity [veh/h]
16151810361893919001900s, saturation flow rate [veh/h]
0.020.000.140.020.120.12(v / s)_i Volume / Saturation Flow Rate
0.060.060.410.410.410.41g / C, Green / Cycle
116666g_i, Effective Green Time [s]
2.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.002.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
151515151515C, Cycle Length [s]
RLCLCCLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing PM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
3.18 6.93 8.083.21d_M, Delay for Movement [s/veh] 4.733.21
AA AAMovement LOS AA
7.873.24d_A, Approach Delay [s/veh] 3.21
AAApproach LOS A
3.38d_I, Intersection Delay [s/veh]
AIntersection LOS
0.710Intersection V/C
----------------Ring 4
----------------Ring 3
---------------6Ring 2
--------------42Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing PM
Version 5.00-00
Generated with
0.765Volume to Capacity (v/c):
CLevel Of Service:
20.5Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 6: Alder Ave / Baseline Rd
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00215.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000100000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Baseline RdBaseline RdAlder AveAlder AveName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
112383427046741602951442632472Total Analysis Volume [veh/h]
289611181171015743668118Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.96500.96500.96500.96500.96500.96500.96500.96500.96500.96500.96500.9650Peak Hour Factor
108370416845140582851392531369Total Hourly Volume [veh/h]
6200000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
108370416845140582851392531369Base Volume Input [veh/h]
Baseline RdBaseline RdAlder AveAlder AveName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing PM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0100010001000100Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s]
03611036110241502819Split [s]
0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]
03030030300303003030Maximum Green [s]
077077077077Minimum Green [s]
--Lead--Lead--Lead--LeadLead / Lag
Auxiliary Signal Groups
047083025061Signal group
PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
16.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing PM
Version 5.00-00
Generated with
41.19168.6923.7425.03219.5523.2322.81130.5380.30180.6339.1195th-Percentile Queue Length [ft]
1.656.750.951.008.780.930.915.223.217.231.5695th-Percentile Queue Length [veh]
22.8893.7113.1913.90127.1012.9112.6772.5244.61100.3521.7350th-Percentile Queue Length [ft]
0.923.750.530.565.080.520.512.901.784.010.8750th-Percentile Queue Length [veh]
NoNoYesNoYesNoNoNoYesYesNoCritical Lane Group
BBCBCCBBCCCLane Group LOS
14.5518.1626.1714.0921.1626.2215.3918.5426.5623.2525.26d, Delay for Lane Group [s/veh]
0.240.690.380.150.840.370.140.600.680.810.46X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.251.502.100.143.472.110.161.183.913.762.07d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.110.110.110.110.110.110.110.11k, delay calibration
14.2916.6624.0713.9517.6924.1115.2317.3622.6519.4923.18d1, Uniform Delay [s]
475559111473557109418492210430157c, Capacity [veh/h]
16151900181016151900181016151900181018751810s, saturation flow rate [veh/h]
0.070.200.020.040.250.020.040.160.080.190.04(v / s)_i Volume / Saturation Flow Rate
0.290.290.060.290.290.060.260.260.120.230.09g / C, Green / Cycle
161631616314146125g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
5353535353535353535353C, Cycle Length [s]
RCLRCLRCLCLLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing PM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
21.16 14.0926.22 26.17 14.5518.1615.3925.26 23.25d_M, Delay for Movement [s/veh] 18.5423.25 26.56
C BC BC BBCMovement LOS C BC C
20.66 18.03d_A, Approach Delay [s/veh] 20.4723.59
C BApproach LOS C C
20.53d_I, Intersection Delay [s/veh]
CIntersection LOS
0.765Intersection V/C
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing PM
Version 5.00-00
Generated with
0.381Volume to Capacity (v/c):
CLevel Of Service:
21.8Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 7: Baseline Rd / Locust Ave
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Baseline RdBaseline RdLocust AveLocust AveName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
49439401225242653199765815075Total Analysis Volume [veh/h]
1211010301317135019143819Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.88000.88000.88000.88000.88000.88000.88000.88000.88000.88000.88000.8800Peak Hour Factor
43386351074612347175675113266Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
43386351074612347175675113266Base Volume Input [veh/h]
Baseline RdBaseline RdLocust AveLocust AveName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing PM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0100010001000100Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s]
01911019110293003031Split [s]
0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]
03030030300303003030Maximum Green [s]
077077077077Minimum Green [s]
--Lead--Lead--Lead--LeadLead / Lag
Auxiliary Signal Groups
047083061025Signal group
PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
16.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing PM
Version 5.00-00
Generated with
96.3598.7441.8048.01107.3527.7547.60201.1180.0952.33144.0078.9595th-Percentile Queue Length [ft]
3.853.951.671.924.291.111.908.043.202.095.763.1695th-Percentile Queue Length [veh]
53.5354.8623.2226.6759.6415.4226.44113.6844.4929.0780.0043.8650th-Percentile Queue Length [ft]
2.142.190.931.072.390.621.064.551.781.163.201.7550th-Percentile Queue Length [veh]
NoNoYesNoYesNoNoYesNoNoNoYesCritical Lane Group
AADAADDDDDDDLane Group LOS
9.389.3544.889.159.8645.5935.8043.8446.0736.0239.3345.98d, Delay for Lane Group [s/veh]
0.220.220.440.130.250.370.250.800.620.270.600.62X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.480.463.290.290.293.290.615.825.130.692.355.04d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.500.500.110.500.500.110.110.110.110.110.110.11k, delay calibration
8.908.8941.588.859.5742.3035.1938.0240.9435.3336.9840.94d1, Uniform Delay [s]
1075111391927207770212249122211249121c, Capacity [veh/h]
183419001810161536181810161519001810161519001810s, saturation flow rate [veh/h]
0.130.130.020.080.140.010.030.100.040.040.080.04(v / s)_i Volume / Saturation Flow Rate
0.590.590.050.580.580.040.130.130.070.130.130.07g / C, Green / Cycle
53534525231212612126g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
909090909090909090909090C, Cycle Length [s]
CCLRCLRCLRCLLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing PM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
9.86 9.1545.59 44.88 9.389.3635.8045.98 39.33d_M, Delay for Movement [s/veh] 43.8436.02 46.07
A AD AD ADDMovement LOS D DD D
11.11 12.06d_A, Approach Delay [s/veh] 43.0640.41
B BApproach LOS D D
21.75d_I, Intersection Delay [s/veh]
CIntersection LOS
0.381Intersection V/C
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing PM
Version 5.00-00
Generated with
0.482Volume to Capacity (v/c):
CLevel Of Service:
24.4Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 8: Linden Ave / Casmalia St
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Casmalia StCasmalia StLinden AveLinden AveName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
3212862917559431552813433Total Analysis Volume [veh/h]
8321744151081473111Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.89700.89700.89700.89700.89700.89700.89700.89700.89700.89700.89700.8970Peak Hour Factor
2911552615753387492512393Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
2911552615753387492512393Base Volume Input [veh/h]
Casmalia StCasmalia StLinden AveLinden AveName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing PM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0100010001000100Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s]
02011040310281702211Split [s]
0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]
03030030300303003030Maximum Green [s]
077077077077Minimum Green [s]
--Lead--Lead--Lead--LeadLead / Lag
Auxiliary Signal Groups
047083061025Signal group
PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
16.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing PM
Version 5.00-00
Generated with
169.047.83194.5661.78170.1115.7929.914.2013.974.6695th-Percentile Queue Length [ft]
6.760.317.782.476.800.631.200.170.560.1995th-Percentile Queue Length [veh]
93.914.35108.9734.3294.508.7716.622.347.762.5950th-Percentile Queue Length [ft]
3.760.174.361.373.780.350.660.090.310.1050th-Percentile Queue Length [veh]
YesNoNoYesYesNoNoNoNoYesCritical Lane Group
DDDDAADAAELane Group LOS
46.1951.8638.8145.419.125.9545.746.917.0656.88d, Delay for Lane Group [s/veh]
0.800.290.700.550.420.050.400.010.040.27X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
7.157.703.044.301.290.073.550.030.0612.32d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.110.500.500.110.500.500.11k, delay calibration
39.0544.1635.7741.117.845.8842.196.896.9944.55d1, Uniform Delay [s]
200202921081020120071967113711c, Capacity [veh/h]
1799177418171774158318631774158318631774s, saturation flow rate [veh/h]
0.090.000.110.030.270.030.020.010.020.00(v / s)_i Volume / Saturation Flow Rate
0.110.010.160.060.650.650.040.610.610.01g / C, Green / Cycle
1011455858455551g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
90909090909090909090C, Cycle Length [s]
CLCLCCLRCLLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing PM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
38.81 38.8145.41 51.86 46.1946.199.1256.88 7.06d_M, Delay for Movement [s/veh] 5.956.91 45.74
D DD DD DAAMovement LOS E AA D
40.29 46.40d_A, Approach Delay [s/veh] 10.789.56
D DApproach LOS A B
24.35d_I, Intersection Delay [s/veh]
CIntersection LOS
0.482Intersection V/C
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing PM
Version 5.00-00
Generated with
0.174Volume to Capacity (v/c):
BLevel Of Service:
13.4Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 9: Linden Ave / Renaissance Pkwy
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Renaissance PkwyRenaissance PkwyLinden AveLinden AveName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
26102001993223062000Total Analysis Volume [veh/h]
625005086015000Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.92500.92500.92500.92500.92500.92500.92501.00000.92500.92500.92500.9250Peak Hour Factor
2494001843021057000Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
2494001843021057000Base Volume Input [veh/h]
Renaissance PkwyRenaissance PkwyLinden AveLinden AveName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing PM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.00.00.02.00.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.00.00.02.00.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0100010001000100Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.00.00.03.00.0Vehicle Extension [s]
023110604801900190Split [s]
0.01.01.00.01.01.00.01.00.00.01.00.0All red [s]
0.03.03.00.03.03.00.03.00.00.03.00.0Amber [s]
030300303003000300Maximum Green [s]
077077070070Minimum Green [s]
--Lead--Lead------Lead / Lag
Auxiliary Signal Groups
047083060020Signal group
PermissPermissProtectePermissPermissProtectePermissPermissPermissPermissPermissPermissControl Type
Phasing & Timing
12.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing PM
Version 5.00-00
Generated with
10.7910.880.000.0025.3733.9922.060.0063.060.0095th-Percentile Queue Length [ft]
0.430.440.000.001.011.360.880.002.520.0095th-Percentile Queue Length [veh]
5.996.040.000.0014.0918.8912.260.0035.030.0050th-Percentile Queue Length [ft]
0.240.240.000.000.560.760.490.001.400.0050th-Percentile Queue Length [veh]
NoNoNoNoYesNoNoNoYesNoCritical Lane Group
AAAAADDADALane Group LOS
3.083.060.000.002.4345.6139.620.0043.760.00d, Delay for Lane Group [s/veh]
0.050.050.000.000.140.420.190.000.400.00X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.070.060.000.000.193.640.730.001.630.00d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.500.500.110.500.500.110.110.110.110.11k, delay calibration
3.003.000.000.002.2441.9738.880.0042.130.00d1, Uniform Delay [s]
1297139001250147076122144156184c, Capacity [veh/h]
1737186317741583186317741583186314121863s, saturation flow rate [veh/h]
0.040.030.000.000.110.020.010.000.040.00(v / s)_i Volume / Saturation Flow Rate
0.750.750.000.790.790.040.080.080.080.08g / C, Green / Cycle
67670717147777g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.002.002.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
90909090909090909090C, Cycle Length [s]
CCLRCLRCLCLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing PM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
2.43 0.0045.61 0.00 3.083.0739.620.00 0.00d_M, Delay for Movement [s/veh] 0.000.00 43.76
A AD AA ADAMovement LOS A AA D
8.41 3.07d_A, Approach Delay [s/veh] 42.640.00
A AApproach LOS A D
13.42d_I, Intersection Delay [s/veh]
BIntersection LOS
0.174Intersection V/C
----------------Ring 4
----------------Ring 3
-------------876Ring 2
-------------432Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing PM
Version 5.00-00
Generated with
0.296Volume to Capacity (v/c):
BLevel Of Service:
11.8Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 10: Baseline Rd / Linden Ave
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Baseline RdBaseline RdLinden AveLinden AveName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
63978257497111411761136Total Analysis Volume [veh/h]
299211412400331939Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.93400.93400.93400.93400.93400.93400.93400.93400.93400.93400.93400.9340Peak Hour Factor
63717753464111310711034Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
63717753464111310711034Base Volume Input [veh/h]
Baseline RdBaseline RdLinden AveLinden AveName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing PM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.00.00.02.00.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.00.00.02.00.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0100010001000100Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.00.00.03.00.0Vehicle Extension [s]
060170541101900190Split [s]
0.01.01.00.01.01.00.01.00.00.01.00.0All red [s]
0.03.03.00.03.03.00.03.00.00.03.00.0Amber [s]
030300303003000300Maximum Green [s]
077077070070Minimum Green [s]
--Lead--Lead------Lead / Lag
Auxiliary Signal Groups
047083060020Signal group
PermissPermissProtectePermissPermissProtectePermissPermissPermissPermissPermissPermissControl Type
Phasing & Timing
12.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing PM
Version 5.00-00
Generated with
0.6956.7987.1660.6162.151.9614.2011.3279.7346.7295th-Percentile Queue Length [ft]
0.032.273.492.422.490.080.570.453.191.8795th-Percentile Queue Length [veh]
0.3831.5548.4233.6734.531.097.896.2944.3025.9650th-Percentile Queue Length [ft]
0.021.261.941.351.380.040.320.251.771.0450th-Percentile Queue Length [veh]
NoYesNoNoNoYesNoNoYesNoCritical Lane Group
AADAAEDDDDLane Group LOS
2.032.9946.794.424.4058.1739.1344.4045.5741.84d, Delay for Lane Group [s/veh]
0.000.270.660.210.200.170.110.110.620.30X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.010.435.880.350.3413.420.330.455.171.04d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.500.500.110.500.500.110.110.110.110.11k, delay calibration
2.032.5540.914.064.0644.7638.8143.9440.4040.80d1, Uniform Delay [s]
12731498124132513736141103122158c, Capacity [veh/h]
1615190018101832190018101878142616151160s, saturation flow rate [veh/h]
0.000.210.050.150.150.000.010.010.050.04(v / s)_i Volume / Saturation Flow Rate
0.790.790.070.720.720.000.070.070.070.07g / C, Green / Cycle
71716656507777g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.002.000.002.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
90909090909090909090C, Cycle Length [s]
RCLCCLCLRCLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing PM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
4.40 4.4258.17 46.79 2.032.9939.1341.84 41.84d_M, Delay for Movement [s/veh] 39.1345.57 44.40
A AE AD ADDMovement LOS D DD D
4.50 10.38d_A, Approach Delay [s/veh] 41.3644.14
A BApproach LOS D D
11.81d_I, Intersection Delay [s/veh]
BIntersection LOS
0.296Intersection V/C
----------------Ring 4
----------------Ring 3
-------------876Ring 2
-------------432Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing PM
Version 5.00-00
Generated with
0.330Volume to Capacity (v/c):
CLevel Of Service:
23.1Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 11: Ayala Dr / Casmalia St
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Casmalia StCasmalia StAyala DrAyala DrName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
8246914944349199591395140Total Analysis Volume [veh/h]
2617371192501239935Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.92800.92800.92800.92800.92800.92800.92800.92800.92800.92800.92800.9280Peak Hour Factor
7226413841328185584367130Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
7226413841328185584367130Base Volume Input [veh/h]
Casmalia StCasmalia StAyala DrAyala DrName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing PM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0100010001000100Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s]
01915028240191103628Split [s]
0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]
03030030300303003030Maximum Green [s]
077077077077Minimum Green [s]
--Lead--Lead--Lead--LeadLead / Lag
Auxiliary Signal Groups
047083061025Signal group
PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
16.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing PM
Version 5.00-00
Generated with
6.8720.7172.59157.5539.6535.8544.1844.386.6381.7486.06149.5495th-Percentile Queue Length [ft]
0.270.832.906.301.591.431.771.780.273.273.445.9895th-Percentile Queue Length [veh]
3.8211.5140.3387.5322.0319.9224.5424.653.6845.4147.8183.0850th-Percentile Queue Length [ft]
0.150.461.613.500.880.800.980.990.151.821.913.3250th-Percentile Queue Length [veh]
NoNoYesYesNoNoNoNoYesYesNoNoCritical Lane Group
CCDDDDBBDAADLane Group LOS
33.7534.1045.8546.0036.3045.2110.3910.3851.767.667.6247.15d, Delay for Lane Group [s/veh]
0.040.090.600.790.200.420.100.100.270.220.210.79X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.070.164.857.340.443.370.210.217.480.450.427.52d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.110.110.110.500.500.110.500.500.11k, delay calibration
33.6833.9541.0038.6635.8741.8410.1810.1744.277.217.2039.63d1, Uniform Delay [s]
2182571161882218298810031910961170178c, Capacity [veh/h]
158318631774158318631774183518631774174418631774s, saturation flow rate [veh/h]
0.010.010.040.090.020.020.060.060.000.140.130.08(v / s)_i Volume / Saturation Flow Rate
0.140.140.060.120.120.050.540.540.010.630.630.10g / C, Green / Cycle
12126111144949157579g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
909090909090909090909090C, Cycle Length [s]
RCLRCLCCLCCLLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing PM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
36.30 46.0045.21 45.85 33.7534.1010.3947.15 7.63d_M, Delay for Movement [s/veh] 10.397.66 51.76
D DD CD CBAMovement LOS D BA D
44.00 42.10d_A, Approach Delay [s/veh] 11.3616.47
D DApproach LOS B B
23.11d_I, Intersection Delay [s/veh]
CIntersection LOS
0.330Intersection V/C
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing PM
Version 5.00-00
Generated with
0.417Volume to Capacity (v/c):
CLevel Of Service:
27.0Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 12: Ayala Dr / SR-210 WB Ramps
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
SR-210 WB RampsSR-210 WB RampsAyala DrAyala DrName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
202635700014332000378414Total Analysis Volume [veh/h]
5028900036800095103Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.92800.92800.92801.00001.00001.00000.92800.92801.00001.00000.92800.9280Peak Hour Factor
187633100013329700351384Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
0.000.000.002.002.002.000.000.002.002.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
187633100013329700351384Base Volume Input [veh/h]
SR-210 WB RampsSR-210 WB RampsAyala DrAyala DrName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing PM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoPedestrian Recall
NoNoNoNoMaximum Recall
NoNoNoNoMinimum Recall
0.02.00.00.00.00.00.02.00.00.02.02.0l2, Clearance Lost Time [s]
0.02.00.00.00.00.00.02.00.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
010000001000100Pedestrian Clearance [s]
050000050050Walk [s]
0.03.00.00.00.00.00.03.00.00.03.03.0Vehicle Extension [s]
0310000031005928Split [s]
0.01.00.00.00.00.00.01.00.00.01.01.0All red [s]
0.03.00.00.00.00.00.03.00.00.03.03.0Amber [s]
0300000030003030Maximum Green [s]
070000070077Minimum Green [s]
-----------LeadLead / Lag
Auxiliary Signal Groups
040000020061Signal group
SplitSplitSplitPermissProtectePermissPermissPermissPermissPermissPermissProtecteControl Type
Phasing & Timing
12.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing PM
Version 5.00-00
Generated with
76.7183.8985.03223.78215.99124.25198.7595th-Percentile Queue Length [ft]
3.073.363.408.958.644.977.9595th-Percentile Queue Length [veh]
42.6246.6147.24130.21124.4969.03111.9850th-Percentile Queue Length [ft]
1.701.861.895.214.982.764.4850th-Percentile Queue Length [veh]
YesNoNoYesNoNoYesCritical Lane Group
BBBDDCDLane Group LOS
10.5710.5210.5142.0039.0920.8739.91d, Delay for Lane Group [s/veh]
0.200.200.200.820.740.290.80X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.490.440.445.723.360.122.84d2, Incremental Delay [s]
1.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.500.500.500.110.110.110.11k, delay calibration
10.0810.0710.0736.2835.7320.7537.07d1, Uniform Delay [s]
89498710012833141294520c, Capacity [veh/h]
1615178318101713190036183514s, saturation flow rate [veh/h]
0.110.110.110.140.120.100.12(v / s)_i Volume / Saturation Flow Rate
0.550.550.550.160.160.360.15g / C, Green / Cycle
50505015153213g_i, Effective Green Time [s]
2.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
90909090909090C, Cycle Length [s]
RCLCCCLLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing PM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
0.00 0.000.00 10.51 10.5710.5242.0039.91 20.87d_M, Delay for Movement [s/veh] 39.900.00 0.00
BB BDCMovement LOS D D
0.00 10.53d_A, Approach Delay [s/veh] 40.5530.83
A BApproach LOS C D
27.00d_I, Intersection Delay [s/veh]
CIntersection LOS
0.417Intersection V/C
----------------Ring 4
----------------Ring 3
--------------6-Ring 2
-------------421Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing PM
Version 5.00-00
Generated with
0.520Volume to Capacity (v/c):
CLevel Of Service:
25.4Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 13: Ayala Dr / SR-210 EB Ramps
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
SR-210 EB RampsSR-210 EB RampsAyala DrAyala DrName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
000515823504451813835590Total Analysis Volume [veh/h]
000129259011145961400Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00000.96900.96900.96901.00000.96900.96900.96900.96901.0000Peak Hour Factor
000499822804311753715420Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.000.000.000.002.000.000.000.000.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
000499822804311753715420Base Volume Input [veh/h]
SR-210 EB RampsSR-210 EB RampsAyala DrAyala DrName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing PM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoPedestrian Recall
NoNoNoNoMaximum Recall
NoNoNoNoMinimum Recall
0.00.00.00.02.00.00.02.02.00.02.00.0l2, Clearance Lost Time [s]
0.00.00.00.02.00.00.02.02.00.02.00.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
000010001000100Pedestrian Clearance [s]
000050050050Walk [s]
0.00.00.00.03.00.00.03.03.00.03.00.0Vehicle Extension [s]
0000330057310260Split [s]
0.00.00.00.01.00.00.01.01.00.01.00.0All red [s]
0.00.00.00.03.00.00.03.03.00.03.00.0Amber [s]
0000300030300300Maximum Green [s]
000070077070Minimum Green [s]
--------Lead---Lead / Lag
Auxiliary Signal Groups
000080061020Signal group
PermissProtectePermissSplitSplitSplitPermissPermissProtectePermissPermissPermissControl Type
Phasing & Timing
12.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing PM
Version 5.00-00
Generated with
134.92135.29115.71139.3790.17349.79219.6695th-Percentile Queue Length [ft]
5.405.414.635.573.6113.998.7995th-Percentile Queue Length [veh]
74.9675.1664.2877.4350.10226.41127.1950th-Percentile Queue Length [ft]
3.003.012.573.102.009.065.0950th-Percentile Queue Length [veh]
YesNoNoNoYesYesNoCritical Lane Group
BBBBDDCLane Group LOS
13.4313.4212.6419.0742.8943.4228.97d, Delay for Lane Group [s/veh]
0.310.310.250.310.650.880.57X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.970.960.640.122.6011.910.53d2, Incremental Delay [s]
1.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.500.500.500.110.110.240.11k, delay calibration
12.4612.4612.0018.9440.3031.5128.43d1, Uniform Delay [s]
8378419381421277435975c, Capacity [veh/h]
1615162218103618351416153618s, saturation flow rate [veh/h]
0.160.160.130.120.050.240.15(v / s)_i Volume / Saturation Flow Rate
0.520.520.520.390.080.270.27g / C, Green / Cycle
4747473572424g_i, Effective Green Time [s]
2.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
90909090909090C, Cycle Length [s]
RCLCLRCLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing PM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
13.42 13.4312.64 0.00 0.000.000.000.00 28.97d_M, Delay for Movement [s/veh] 19.0743.42 42.89
B BBCMovement LOS BD D
13.18 0.00d_A, Approach Delay [s/veh] 25.9634.85
B AApproach LOS C C
25.39d_I, Intersection Delay [s/veh]
CIntersection LOS
0.520Intersection V/C
----------------Ring 4
----------------Ring 3
-------------86-Ring 2
--------------21Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing PM
Version 5.00-00
Generated with
0.710Volume to Capacity (v/c):
BLevel Of Service:
17.2Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 14: Ayala Dr / Renaissance Pkwy
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Renaissance PkwyRenaissance PkwyAyala DrAyala DrName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
2004913828877596912322565927Total Analysis Volume [veh/h]
50123212219151735861657Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.94600.94600.94600.94600.94600.94600.94600.94600.94600.94600.94600.9460Peak Hour Factor
1894612788373566542192462326Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
1894612788373566542192462326Base Volume Input [veh/h]
Renaissance PkwyRenaissance PkwyAyala DrAyala DrName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing PM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0100010001000100Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s]
02311023110332503123Split [s]
0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]
03030030300303003030Maximum Green [s]
077077077077Minimum Green [s]
--Lead--Lead--Lead--LeadLead / Lag
Auxiliary Signal Groups
047083025061Signal group
PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
16.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing PM
Version 5.00-00
Generated with
97.3319.348.0629.3331.1037.0815.54107.26112.698.45135.9114.5395th-Percentile Queue Length [ft]
3.890.770.321.171.241.480.624.294.510.345.440.5895th-Percentile Queue Length [veh]
54.0710.754.4816.3017.2820.608.6359.5962.614.6975.518.0750th-Percentile Queue Length [ft]
2.160.430.180.650.690.820.352.382.500.193.020.3250th-Percentile Queue Length [veh]
YesNoNoNoNoYesNoNoYesNoYesNoCritical Lane Group
CBCBBCBBCBBCLane Group LOS
23.3717.6127.4215.2415.1122.8210.2112.3923.4014.2218.3225.03d, Delay for Lane Group [s/veh]
0.740.150.310.210.200.450.100.520.760.060.750.34X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
4.040.223.990.280.211.900.070.324.010.071.282.42d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.110.110.110.110.110.110.110.110.11k, delay calibration
19.3317.3923.4314.9714.9020.9310.1312.0719.3814.1617.0422.61d1, Uniform Delay [s]
26931742382450169593132930339488380c, Capacity [veh/h]
161519001810161519001810161536181810161536181810s, saturation flow rate [veh/h]
0.120.030.010.050.050.040.040.190.130.020.180.01(v / s)_i Volume / Saturation Flow Rate
0.170.170.020.240.240.090.370.370.170.240.240.04g / C, Green / Cycle
881121251818812122g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
494949494949494949494949C, Cycle Length [s]
CCLCCLRCLRCLLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing PM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
15.11 15.2422.82 27.42 23.3717.6110.2125.03 18.32d_M, Delay for Movement [s/veh] 12.3914.22 23.40
B BC CC BBBMovement LOS C BB C
17.56 22.49d_A, Approach Delay [s/veh] 14.8618.43
B CApproach LOS B B
17.22d_I, Intersection Delay [s/veh]
BIntersection LOS
0.710Intersection V/C
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing PM
Version 5.00-00
Generated with
0.685Volume to Capacity (v/c):
BLevel Of Service:
19.0Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 15: Ayala Dr / Baseline Rd
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Baseline RdBaseline RdAyala DrAyala DrName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
443421076340294705237212644682Total Analysis Volume [veh/h]
118527161012318131183111120Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.98000.98000.98000.98000.98000.98000.98000.98000.98000.98000.98000.9800Peak Hour Factor
433351056239492695137112343780Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
433351056239492695137112343780Base Volume Input [veh/h]
Baseline RdBaseline RdAyala DrAyala DrName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing PM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0100010001000100Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s]
02114024170301104122Split [s]
0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]
03030030300303003030Maximum Green [s]
077077077077Minimum Green [s]
--Lead--Lead--Lead--LeadLead / Lag
Auxiliary Signal Groups
047083025061Signal group
PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
16.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing PM
Version 5.00-00
Generated with
80.9083.0050.95103.89107.2144.78108.79112.5734.6841.68190.1539.2395th-Percentile Queue Length [ft]
3.243.322.044.164.291.794.354.501.391.677.611.5795th-Percentile Queue Length [veh]
44.9446.1128.3057.7159.5624.8860.4462.5419.2723.16105.8021.8050th-Percentile Queue Length [ft]
1.801.841.132.312.381.002.422.500.770.934.230.8750th-Percentile Queue Length [veh]
NoNoYesYesNoNoNoNoYesNoYesNoCritical Lane Group
BBCCCCBBCBBCLane Group LOS
19.3419.2322.6621.3021.1022.6315.9215.8622.8413.6719.0622.70d, Delay for Lane Group [s/veh]
0.550.550.530.690.690.500.570.560.440.270.810.47X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
1.401.322.192.632.442.020.980.931.850.312.971.91d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.110.110.110.110.110.110.110.110.11k, delay calibration
17.9317.9120.4718.6718.6520.6114.9414.9320.9913.3616.1020.79d1, Uniform Delay [s]
343357201329345189514536164467549176c, Capacity [veh/h]
182519001810181219001810182319001810161519001810s, saturation flow rate [veh/h]
0.100.100.060.130.120.050.160.160.040.080.230.05(v / s)_i Volume / Saturation Flow Rate
0.190.190.110.180.180.100.280.280.090.290.290.10g / C, Green / Cycle
9959951414414145g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
494949494949494949494949C, Cycle Length [s]
CCLCCLCCLRCLLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing PM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
21.18 21.3022.63 22.66 19.3419.2815.9222.70 19.06d_M, Delay for Movement [s/veh] 15.8913.67 22.84
C CC BC BBBMovement LOS C BB C
21.44 20.02d_A, Approach Delay [s/veh] 16.6418.48
C CApproach LOS B B
18.98d_I, Intersection Delay [s/veh]
BIntersection LOS
0.685Intersection V/C
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing PM
Version 5.00-00
Generated with
0.070Volume to Capacity (v/c):
BLevel Of Service:
14.4Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
Two-way stopControl Type:
Intersection 16: Locust Ave / Miro Way
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Miro WayMiro WayLocust AveName
Intersection Setup
0000Pedestrian Volume [ped/h]
33121995529542524210Total Analysis Volume [veh/h]
830221174101613Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.85900.85900.85900.85900.85900.85900.85900.85900.85900.85900.85900.8590Peak Hour Factor
2810188442533642089Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
2810188442533642089Base Volume Input [veh/h]
Miro WayMiro WayLocust AveName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing PM
Version 5.00-00
Generated with
BIntersection LOS
11.12d_I, Intersection Delay [s/veh]
AABBApproach LOS
0.161.5912.9111.56d_A, Approach Delay [s/veh]
2.222.222.221.121.121.1254.5854.5854.5834.5134.5134.5195th-Percentile Queue Length [ft]
0.090.090.090.040.040.042.182.182.181.381.381.3895th-Percentile Queue Length [veh]
AAAAAABBBBBBMovement LOS
0.000.007.250.000.007.3111.8212.7214.3810.4611.4913.73d_M, Delay for Movement [s/veh]
0.000.000.000.000.000.000.000.360.070.000.300.02V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
0000Number of Storage Spaces in Median
NoNoTwo-Stage Gap Acceptance
0000Storage Area [veh]
NoNoFlared Lane
FreeFreeStopStopPriority Scheme
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing PM
Version 5.00-00
Generated with
0.003Volume to Capacity (v/c):
ALevel Of Service:
9.0Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
Two-way stopControl Type:
Intersection 17: Linden Ave / Miro Way
Intersection Level Of Service Report
YesYesYesCrosswalk
0.000.000.00Grade [%]
35.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftRightThruThruLeftTurning Movement
Lane Configuration
EastboundSouthboundNorthboundApproach
Miro WayLinden AveName
Intersection Setup
000Pedestrian Volume [ped/h]
39310027Total Analysis Volume [veh/h]
1010007Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.69100.69100.69100.69100.69100.6910Peak Hour Factor
27210019Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
000000Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
27210019Base Volume Input [veh/h]
Miro WayLinden AveName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing PM
Version 5.00-00
Generated with
AIntersection LOS
7.90d_I, Intersection Delay [s/veh]
AAAApproach LOS
8.490.007.26d_A, Approach Delay [s/veh]
3.053.050.000.001.271.2795th-Percentile Queue Length [ft]
0.120.120.000.000.050.0595th-Percentile Queue Length [veh]
AAAAAAMovement LOS
8.468.980.000.000.007.26d_M, Delay for Movement [s/veh]
0.040.000.000.000.000.02V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
StopFreeFreePriority Scheme
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing PM
Version 5.00-00
Generated with
0.342Volume to Capacity (v/c):
ALevel Of Service:
8.4Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 18: Locust Ave / Renaissance Pkwy
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Renaissance PkwyRenaissance PkwyLocust AveLocust AveName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
2560681181366766132773913079Total Analysis Volume [veh/h]
61517303417163319103320Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.91400.91400.91400.91400.91400.91400.91400.91400.91400.91400.91400.9140Peak Hour Factor
2355621081246160121703611972Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
2355621081246160121703611972Base Volume Input [veh/h]
Renaissance PkwyRenaissance PkwyLocust AveLocust AveName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing PM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoPedestrian Recall
NoNoNoNoNoMaximum Recall
NoNoNoNoNoMinimum Recall
0.02.00.00.02.02.00.02.00.00.02.00.0l2, Clearance Lost Time [s]
0.02.00.00.02.02.00.02.00.00.02.00.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0100010001000100Pedestrian Clearance [s]
050050050050Walk [s]
0.03.00.00.03.03.00.03.00.00.03.00.0Vehicle Extension [s]
02000422204800480Split [s]
0.01.00.00.01.01.00.01.00.00.01.00.0All red [s]
0.03.00.00.03.03.00.03.00.00.03.00.0Amber [s]
03000303003000300Maximum Green [s]
070077070070Minimum Green [s]
-----Lead------Lead / Lag
Auxiliary Signal Groups
040083020060Signal group
PermissPermissPermissPermissPermissProtectePermissPermissPermissPermissPermissPermissControl Type
Phasing & Timing
12.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing PM
Version 5.00-00
Generated with
6.566.6613.717.598.1013.808.1116.6113.8922.1313.5795th-Percentile Queue Length [ft]
0.260.270.550.300.320.550.320.660.560.890.5495th-Percentile Queue Length [veh]
3.643.707.614.224.507.674.509.237.7212.307.5450th-Percentile Queue Length [ft]
0.150.150.300.170.180.310.180.370.310.490.3050th-Percentile Queue Length [veh]
NoNoYesNoNoYesNoNoNoYesNoCritical Lane Group
AABAABAABABLane Group LOS
9.479.4212.724.784.7312.317.668.0011.368.3510.81d, Delay for Lane Group [s/veh]
0.130.130.200.170.160.350.150.260.190.340.18X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.200.160.280.110.091.110.160.260.210.410.19d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.110.110.110.110.110.110.110.11k, delay calibration
9.279.2612.444.664.6411.207.507.7311.157.9310.63d1, Uniform Delay [s]
310343345704825190434511414491446c, Capacity [veh/h]
17191900114316221900181016151900123618261278s, saturation flow rate [veh/h]
0.020.020.060.070.070.040.040.070.060.090.06(v / s)_i Volume / Saturation Flow Rate
0.180.180.180.430.430.100.270.270.270.270.27g / C, Green / Cycle
5551212377777g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.002.000.000.000.000.000.002.000.002.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
2727272727272727272727C, Cycle Length [s]
CCLCCLRCLCLLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing PM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
4.73 4.7812.31 12.72 9.479.437.6610.81 8.35d_M, Delay for Movement [s/veh] 8.008.35 11.36
A AB AB AAAMovement LOS B AA B
6.33 10.90d_A, Approach Delay [s/veh] 8.869.13
A BApproach LOS A A
8.43d_I, Intersection Delay [s/veh]
AIntersection LOS
0.342Intersection V/C
----------------Ring 4
----------------Ring 3
-------------8-6Ring 2
------------43-2Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing PM
Version 5.00-00
Generated with
0.575Volume to Capacity (v/c):
BLevel Of Service:
16.3Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 19: Locust Ave / Casmalia Ave
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Casmalia StLocust AveLocust AveName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
57109546179233262190571218841Total Analysis Volume [veh/h]
1427112455865471434710Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.93300.93300.93300.93300.93300.93300.93300.93300.93300.93300.93300.9330Peak Hour Factor
53102543167217244177531117538Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
53102543167217244177531117538Base Volume Input [veh/h]
Casmalia StLocust AveLocust AveName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing PM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0100010001000100Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s]
02023025280311402811Split [s]
0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]
03030030300303003030Maximum Green [s]
077077077077Minimum Green [s]
--Lead--Lead--Lead--LeadLead / Lag
Auxiliary Signal Groups
061025083047Signal group
PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
12.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing PM
Version 5.00-00
Generated with
62.643.7157.9789.4691.9957.8322.3529.5429.7616.7995th-Percentile Queue Length [ft]
2.510.152.323.583.682.310.891.181.190.6795th-Percentile Queue Length [veh]
34.802.0632.2049.7051.1132.1312.4116.4116.539.3350th-Percentile Queue Length [ft]
1.390.081.291.992.041.290.500.660.660.3750th-Percentile Queue Length [veh]
YesNoNoYesYesNoNoNoNoYesCritical Lane Group
BCBBBBBBBCLane Group LOS
19.0628.7011.6219.6217.2814.3619.4313.9313.9120.15d, Delay for Lane Group [s/veh]
0.640.280.400.740.720.440.380.260.250.35X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
2.558.510.453.502.620.711.580.340.331.77d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.110.110.110.110.110.110.11k, delay calibration
16.5120.2011.1716.1214.6613.6517.8413.5913.5818.38d1, Uniform Delay [s]
26118567313366431150388397117c, Capacity [veh/h]
1791181018341810161519001810186019001810s, saturation flow rate [veh/h]
0.090.000.120.130.160.100.030.050.050.02(v / s)_i Volume / Saturation Flow Rate
0.150.010.310.170.230.230.080.210.210.06g / C, Green / Cycle
60137993993g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
41414141414141414141C, Cycle Length [s]
CLCLRCLCCLLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing PM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
11.62 11.6219.62 28.70 19.0619.0617.2820.15 13.92d_M, Delay for Movement [s/veh] 14.3613.93 19.43
B BB BC BBBMovement LOS C BB B
15.69 19.35d_A, Approach Delay [s/veh] 16.4314.98
B BApproach LOS B B
16.29d_I, Intersection Delay [s/veh]
BIntersection LOS
0.575Intersection V/C
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 12: 12 Existing PM
Version 5.00-00
Generated with
Intersection Analysis Summary
4/18/2017Report File: K:\...\4 OY CUM AM.pdf
Scenario 17 OY Plus Cum AMVistro File: K:\...\PA 108 B6_OY Cum_AM.vistro
Revised Building 6
V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. forall other control types, they are taken for the whole intersection.
C25.80.745WB LeftHCM 2010SignalizedLocust Ave / Casmalia Ave19
B19.20.577EB LeftHCM 2010SignalizedLocust Ave / Renaissance
Pkwy18
B16.50.461EB RightHCM 2010SignalizedLinden Ave / Miro Way17
C23.70.743SB ThruHCM 2010SignalizedLocust Ave / Miro Way16
C27.10.808WB LeftHCM 2010SignalizedAyala Dr / Baseline Rd15
C24.00.804NB LeftHCM 2010SignalizedAyala Dr / Renaissance Pkwy14
B11.90.687EB RightHCM 2010SignalizedAyala Dr / SR-210 EB Ramps13
C33.40.899SB RightHCM 2010SignalizedAyala Dr / SR-210 WB
Ramps12
C31.50.739EB LeftHCM 2010SignalizedAyala Dr / Casmalia St11
B13.30.482SB LeftHCM 2010SignalizedBaseline Rd / Linden Ave10
C23.20.443WB LeftHCM 2010SignalizedLinden Ave / Renaissance
Pkwy9
C30.20.505SB LeftHCM 2010SignalizedLinden Ave / Casmalia St8
B18.60.698WB LeftHCM 2010SignalizedBaseline Rd / Locust Ave7
D50.80.958NB ThruHCM 2010SignalizedAlder Ave / Baseline Rd6
A4.50.784WB RightHCM 2010SignalizedMiro Way/Alder Ave5
F105.21.158EB LeftHCM 2010SignalizedAlder Ave / Renaissance
Pkwy3
F88.21.168EB RightHCM 2010SignalizedAlder Ave / SR-210 EB
Ramps2
E61.11.064WB LeftHCM 2010SignalizedAlder Ave / SR-210 WB
Ramps1
LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum AM
Version 5.00-00
Generated with
1.064Volume to Capacity (v/c):
ELevel Of Service:
61.1Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 1: Alder Ave / SR-210 WB Ramps
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
SR-210 WB RampsSR-210 WB RampsAlder AveName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
232063300052125500863477Total Analysis Volume [veh/h]
5801580001306400216119Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.95000.95000.95001.00001.00001.00000.95000.95001.00001.00000.95000.9500Peak Hour Factor
220060100049524200820453Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
12402920009310400409147In-Process Volume [veh/h]
1.041.041.041.001.001.001.041.041.001.001.041.04Growth Rate
0.000.000.002.002.002.000.000.002.002.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
92029700038713300395294Base Volume Input [veh/h]
SR-210 WB RampsSR-210 WB RampsAlder AveName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum AM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoPedestrian Recall
NoNoNoNoMaximum Recall
NoNoNoNoMinimum Recall
0.02.00.00.00.00.00.02.00.00.02.02.0l2, Clearance Lost Time [s]
0.02.00.00.00.00.00.02.00.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
010000001000100Pedestrian Clearance [s]
050000050050Walk [s]
0.03.00.00.00.00.00.03.00.00.03.03.0Vehicle Extension [s]
0460000021004423Split [s]
0.01.00.00.00.00.00.01.00.00.01.01.0All red [s]
0.03.00.00.00.00.00.03.00.00.03.03.0Amber [s]
0300000030003030Maximum Green [s]
070000070077Minimum Green [s]
-----------LeadLead / Lag
Auxiliary Signal Groups
040000020061Signal group
SplitSplitSplitPermissProtectePermissPermissPermissPermissPermissPermissProtecteControl Type
Phasing & Timing
12.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum AM
Version 5.00-00
Generated with
200.43966.71708.27213.37190.86505.3895th-Percentile Queue Length [ft]
8.0238.6728.338.537.6320.2295th-Percentile Queue Length [veh]
113.19668.84494.20122.58106.31351.6250th-Percentile Queue Length [ft]
4.5326.7519.774.904.2514.0650th-Percentile Queue Length [veh]
NoYesYesNoNoYesCritical Lane Group
CFFCAELane Group LOS
29.34128.3497.9828.879.5957.37d, Delay for Lane Group [s/veh]
0.481.171.080.450.380.94X, volume / capacity
Lane Group Results
1.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.7493.3562.970.550.1122.20d2, Incremental Delay [s]
1.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.500.500.110.110.36k, delay calibration
28.6135.0035.0128.329.4835.17d1, Uniform Delay [s]
4855434845692243507c, Capacity [veh/h]
161518101615190036181810s, saturation flow rate [veh/h]
0.140.350.320.130.240.26(v / s)_i Volume / Saturation Flow Rate
0.300.300.300.300.620.28g / C, Green / Cycle
303030306228g_i, Effective Green Time [s]
2.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
100100100100100100C, Cycle Length [s]
CLCCCLLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum AM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
0.00 0.000.00 128.34 29.3429.3497.9857.37 9.59d_M, Delay for Movement [s/veh] 28.870.00 0.00
CF CFAMovement LOS E C
0.00 101.79d_A, Approach Delay [s/veh] 75.2726.60
A FApproach LOS C E
61.09d_I, Intersection Delay [s/veh]
EIntersection LOS
1.064Intersection V/C
----------------Ring 4
----------------Ring 3
---------------6Ring 2
-------------421Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum AM
Version 5.00-00
Generated with
1.168Volume to Capacity (v/c):
FLevel Of Service:
88.2Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 2: Alder Ave / SR-210 EB Ramps
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
SR-210 EB RampsSR-210 EB RampsAlder AveAlder AvenueName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
000968064308011053976940Total Analysis Volume [veh/h]
0002420161020026991730Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00000.95000.95000.95001.00000.95000.95000.95000.95001.0000Peak Hour Factor
000920061107611003776590Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
00049703040371421062530In-Process Volume [veh/h]
1.001.001.001.041.041.041.001.041.041.041.041.00Growth Rate
2.002.002.000.000.000.002.000.000.000.000.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
00040702950375562613900Base Volume Input [veh/h]
SR-210 EB RampsSR-210 EB RampsAlder AveAlder AvenueName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum AM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoPedestrian Recall
NoNoNoNoMaximum Recall
NoNoNoNoMinimum Recall
0.00.00.00.02.00.00.02.02.00.02.00.0l2, Clearance Lost Time [s]
0.00.00.00.02.00.00.02.02.00.02.00.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
000010001000100Pedestrian Clearance [s]
000050050050Walk [s]
0.00.00.00.03.00.00.03.03.00.03.00.0Vehicle Extension [s]
0000510039110280Split [s]
0.00.00.00.01.00.00.01.01.00.01.00.0All red [s]
0.00.00.00.03.00.00.03.03.00.03.00.0Amber [s]
0000300030300300Maximum Green [s]
000070077070Minimum Green [s]
--------Lead---Lead / Lag
Auxiliary Signal Groups
000080025060Signal group
PermissProtectePermissSplitSplitSplitPermissPermissProtectePermissPermissPermissControl Type
Phasing & Timing
12.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum AM
Version 5.00-00
Generated with
2005.46435.85174.3090.89397.90342.2195th-Percentile Queue Length [ft]
80.2217.436.973.6415.9213.6995th-Percentile Queue Length [veh]
1299.12295.0196.8350.49264.53220.4650th-Percentile Queue Length [ft]
51.9611.803.872.0210.588.8250th-Percentile Queue Length [veh]
YesNoNoYesYesNoCritical Lane Group
FCBDDCLane Group LOS
256.4533.1012.5139.1236.5526.75d, Delay for Lane Group [s/veh]
1.500.890.450.690.910.80X, volume / capacity
Lane Group Results
1.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.00d3, Initial Queue Delay [s]
233.8712.050.185.6113.614.99d2, Incremental Delay [s]
1.001.001.001.001.001.00I, Upstream Filtering Factor
0.500.370.110.110.310.24k, delay calibration
22.5821.0512.3433.5122.9421.75d1, Uniform Delay [s]
6457221789151602680c, Capacity [veh/h]
161518103618181016841900s, saturation flow rate [veh/h]
0.600.360.220.060.320.29(v / s)_i Volume / Saturation Flow Rate
0.400.400.490.080.360.36g / C, Green / Cycle
30303762727g_i, Effective Green Time [s]
2.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
757575757575C, Cycle Length [s]
RCCLCCLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum AM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
33.10 256.4533.10 0.00 0.000.000.000.00 28.84d_M, Delay for Movement [s/veh] 12.5136.55 39.12
C FCCMovement LOS BD D
167.30 0.00d_A, Approach Delay [s/veh] 15.6031.65
F AApproach LOS C B
88.19d_I, Intersection Delay [s/veh]
FIntersection LOS
1.168Intersection V/C
----------------Ring 4
----------------Ring 3
-------------865Ring 2
---------------2Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum AM
Version 5.00-00
Generated with
1.158Volume to Capacity (v/c):
FLevel Of Service:
105.2Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 3: Alder Ave / Renaissance Pkwy
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Renaissance PkwyRenaissance PkwyAlder AvenueAlder AvenueName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
19220675116156214145123339731685120Total Analysis Volume [veh/h]
4852192939533630899817130Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.95000.95000.95000.95000.95000.95000.95000.95000.95000.95000.95000.9500Peak Hour Factor
18219671110148203138117137729651114Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
471536683998885022621021260In-Process Volume [veh/h]
1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate
0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
1301743440105101486431111842252Base Volume Input [veh/h]
Renaissance PkwyRenaissance PkwyAlder AvenueAlder AvenueName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum AM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0100010001000100Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s]
01912019120482003911Split [s]
0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]
03030030300303003030Maximum Green [s]
077077077077Minimum Green [s]
--Lead--Lead--Lead--LeadLead / Lag
Auxiliary Signal Groups
047083061025Signal group
PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
16.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum AM
Version 5.00-00
Generated with
217.57216.9279.27122.93134.58416.5970.432120.60661.27231.69234.40138.7695th-Percentile Queue Length [ft]
8.708.683.174.925.3816.662.8284.8226.459.279.385.5595th-Percentile Queue Length [veh]
125.65125.1844.0468.3074.77252.1739.131439.63429.86136.05138.0577.0950th-Percentile Queue Length [ft]
5.035.011.762.732.9910.091.5757.5917.195.445.523.0850th-Percentile Queue Length [veh]
YesNoNoNoNoYesNoYesNoNoNoYesCritical Lane Group
DDDDDFBFFCCDLane Group LOS
51.3345.6546.3336.0235.19182.5713.05178.31153.0321.2821.2754.29d, Delay for Lane Group [s/veh]
0.720.660.630.410.401.290.181.331.230.490.490.85X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
15.6810.425.373.993.25141.680.11155.29116.030.510.5013.30d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.500.500.110.500.500.110.110.500.200.110.110.11k, delay calibration
35.6535.2340.9732.0331.9340.8912.9423.0237.0020.7720.7740.99d1, Uniform Delay [s]
266313119311361165789928322727738141c, Capacity [veh/h]
161519001810163919001810161519001810187119001810s, saturation flow rate [veh/h]
0.120.110.040.080.080.120.090.650.220.190.190.07(v / s)_i Volume / Saturation Flow Rate
0.170.170.070.190.190.090.490.490.180.390.390.08g / C, Green / Cycle
151561717844441635357g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
909090909090909090909090C, Cycle Length [s]
CCLCCLRCLCCLLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum AM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
35.25 36.02182.57 46.33 51.3345.6513.0554.29 21.28d_M, Delay for Movement [s/veh] 178.3121.28 153.03
D DF DD DBCMovement LOS D FC F
100.30 48.07d_A, Approach Delay [s/veh] 159.1526.02
F DApproach LOS C F
105.25d_I, Intersection Delay [s/veh]
FIntersection LOS
1.158Intersection V/C
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum AM
Version 5.00-00
Generated with
0.784Volume to Capacity (v/c):
ALevel Of Service:
4.5Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 5: Miro Way/Alder Ave
Intersection Level Of Service Report
YesYesYesCrosswalk
0.000.000.00Grade [%]
35.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftThruLeftRightThruTurning Movement
Lane Configuration
WestboundSouthboundNorthboundApproach
Miro WayAlder AvenueAlder AveName
Intersection Setup
000Bicycle Volume [bicycles/h]
000Pedestrian Volume [ped/h]
000000Local Bus Stopping Rate [/h]
000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
94265636139617Total Analysis Volume [veh/h]
2411649010154Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.92500.92500.92500.92500.92500.9250Peak Hour Factor
87260733436571Total Hourly Volume [veh/h]
000000Right-Turn on Red Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
000000Site-Generated Trips [veh/h]
47010230134180In-Process Volume [veh/h]
1.041.041.041.041.041.04Growth Rate
0.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
382486322376Base Volume Input [veh/h]
Miro WayAlder AvenueAlder AveName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum AM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.0Detector Location [ft]
NoNoNoPedestrian Recall
NoNoNoMaximum Recall
NoNoNoMinimum Recall
0.02.02.00.00.02.0l2, Clearance Lost Time [s]
0.02.02.00.00.02.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
010100010Pedestrian Clearance [s]
055005Walk [s]
0.03.03.00.00.03.0Vehicle Extension [s]
071190019Split [s]
0.01.01.00.00.01.0All red [s]
0.03.03.00.00.03.0Amber [s]
030300030Maximum Green [s]
077007Minimum Green [s]
-Lead----Lead / Lag
Auxiliary Signal Groups
046002Signal group
PermissivePermissivePermissivePermissivePermissivePermissiveControl Type
Phasing & Timing
12.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum AM
Version 5.00-00
Generated with
28.550.536.6548.597.497.4195th-Percentile Queue Length [ft]
1.140.020.271.940.300.3095th-Percentile Queue Length [veh]
15.860.303.7026.994.164.1250th-Percentile Queue Length [ft]
0.630.010.151.080.170.1650th-Percentile Queue Length [veh]
YesNoNoYesNoNoCritical Lane Group
BBAAAALane Group LOS
15.9613.502.747.812.782.76d, Delay for Lane Group [s/veh]
0.460.010.280.570.270.27X, volume / capacity
Lane Group Results
1.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.00d3, Initial Queue Delay [s]
1.650.020.060.850.120.11d2, Incremental Delay [s]
1.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.110.110.11k, delay calibration
14.3013.492.676.962.662.64d1, Uniform Delay [s]
202227234262812051230c, Capacity [veh/h]
16151810361879018611900s, saturation flow rate [veh/h]
0.060.000.180.460.180.17(v / s)_i Volume / Saturation Flow Rate
0.120.120.650.650.650.65g / C, Green / Cycle
4423232323g_i, Effective Green Time [s]
2.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.002.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
353535353535C, Cycle Length [s]
RLCLCCLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum AM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
2.74 13.50 15.962.77d_M, Delay for Movement [s/veh] 7.812.78
BA BAMovement LOS AA
15.914.54d_A, Approach Delay [s/veh] 2.77
BAApproach LOS A
4.50d_I, Intersection Delay [s/veh]
AIntersection LOS
0.784Intersection V/C
----------------Ring 4
----------------Ring 3
--------------6-Ring 2
------------4-2-Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum AM
Version 5.00-00
Generated with
0.958Volume to Capacity (v/c):
DLevel Of Service:
50.8Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 6: Alder Ave / Baseline Rd
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00215.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000100000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Baseline RdBaseline RdAlder AveAlder AveName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
2034818110058010194441218142455149Total Analysis Volume [veh/h]
5112020251452523110553611437Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.85200.85200.85200.85200.85200.85200.85200.85200.85200.85200.85200.8520Peak Hour Factor
17341069854948680376186121388127Total Hourly Volume [veh/h]
6200000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
71301504727175961281510In-Process Volume [veh/h]
1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate
0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
983655282430576130512089228122Base Volume Input [veh/h]
Baseline RdBaseline RdAlder AveAlder AveName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum AM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoMaximum Recall
NoYesNoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0100010001000100Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s]
01911020120411104818Split [s]
0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]
0307030300303003030Maximum Green [s]
077077077077Minimum Green [s]
--Lead--Lead--Lead--LeadLead / Lag
Auxiliary Signal Groups
047083025061Signal group
PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
16.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum AM
Version 5.00-00
Generated with
164.61421.3293.6574.10606.82117.7064.54336.21230.38724.39169.1095th-Percentile Queue Length [ft]
6.5816.853.752.9624.274.712.5813.459.2228.986.7695th-Percentile Queue Length [veh]
91.45283.3052.0341.17435.6765.3935.86215.76135.08515.6793.9450th-Percentile Queue Length [ft]
3.6611.332.081.6517.432.621.438.635.4020.633.7650th-Percentile Queue Length [veh]
NoNoYesNoYesNoNoNoYesYesNoCritical Lane Group
CDDCEDCCDFDLane Group LOS
27.1939.8851.0924.3461.2751.8121.5929.0147.1584.0349.33d, Delay for Lane Group [s/veh]
0.410.830.690.200.970.750.170.660.841.050.79X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.568.717.100.1928.668.200.142.707.1050.987.30d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.310.110.110.430.110.110.260.110.490.11k, delay calibration
26.6331.1743.9924.1532.6043.6121.4526.3140.0533.0542.03d1, Uniform Delay [s]
491577117506595134568668260569188c, Capacity [veh/h]
16151900181016151900181016151900181018231810s, saturation flow rate [veh/h]
0.130.250.040.060.310.060.060.230.120.330.08(v / s)_i Volume / Saturation Flow Rate
0.300.300.060.310.310.070.350.350.140.310.10g / C, Green / Cycle
29296303073434143010g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
9696969696969696969696C, Cycle Length [s]
RCLRCLRCLCLLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum AM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
61.27 24.3451.81 51.09 27.1939.8821.5949.33 84.03d_M, Delay for Movement [s/veh] 29.0184.03 47.15
E CD CD DCFMovement LOS D CF D
55.31 37.70d_A, Approach Delay [s/veh] 33.3377.10
E DApproach LOS E C
50.79d_I, Intersection Delay [s/veh]
DIntersection LOS
0.958Intersection V/C
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum AM
Version 5.00-00
Generated with
0.698Volume to Capacity (v/c):
BLevel Of Service:
18.6Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 7: Baseline Rd / Locust Ave
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Baseline RdBaseline RdLocust AveLocust AveName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
16065043255590965824611145229127Total Analysis Volume [veh/h]
40162116414824156128115732Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.80500.80500.80500.80500.80500.80500.80500.80500.80500.80500.80500.8050Peak Hour Factor
1295233520547577471988936184102Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
2913600694121415080In-Process Volume [veh/h]
1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate
0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
96372341973903525187713516998Base Volume Input [veh/h]
Baseline RdBaseline RdLocust AveLocust AveName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum AM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0100010001000100Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s]
03513033110271403017Split [s]
0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]
03030030300303003030Maximum Green [s]
077077077077Minimum Green [s]
--Lead--Lead--Lead--LeadLead / Lag
Auxiliary Signal Groups
047083025061Signal group
PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
16.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum AM
Version 5.00-00
Generated with
170.18181.0122.3789.69101.5047.3623.73119.0354.8318.01105.8863.1695th-Percentile Queue Length [ft]
6.817.240.893.594.061.890.954.762.190.724.242.5395th-Percentile Queue Length [veh]
94.55100.5612.4349.8356.3926.3113.1966.1330.4610.0158.8235.0950th-Percentile Queue Length [ft]
3.784.020.501.992.261.050.532.651.220.402.351.4050th-Percentile Queue Length [veh]
YesNoNoNoNoYesNoYesNoNoNoYesCritical Lane Group
BBCBBCBCCBCCLane Group LOS
19.0818.8924.4114.2613.9723.3017.9822.7523.4017.4721.2723.67d, Delay for Lane Group [s/veh]
0.780.780.370.490.500.510.210.740.550.150.670.60X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
2.642.451.990.700.342.130.353.232.370.242.222.73d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.110.110.110.110.110.110.110.110.11k, delay calibration
16.4416.4322.4213.5513.6421.1717.6319.5221.0317.2319.0520.95d1, Uniform Delay [s]
5035391155231172188283333201292344211c, Capacity [veh/h]
177219001810161536181810161519001810161519001810s, saturation flow rate [veh/h]
0.220.220.020.160.160.050.040.130.060.030.120.07(v / s)_i Volume / Saturation Flow Rate
0.280.280.060.320.320.100.170.170.110.180.180.12g / C, Green / Cycle
1414316165996996g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
505050505050505050505050C, Cycle Length [s]
CCLRCLRCLRCLLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum AM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
13.97 14.2623.30 24.41 19.0818.9617.9823.67 21.27d_M, Delay for Movement [s/veh] 22.7517.47 23.40
B BC BC BBCMovement LOS C CB C
15.00 19.25d_A, Approach Delay [s/veh] 22.2621.60
B BApproach LOS C C
18.56d_I, Intersection Delay [s/veh]
BIntersection LOS
0.698Intersection V/C
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum AM
Version 5.00-00
Generated with
0.505Volume to Capacity (v/c):
CLevel Of Service:
30.2Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 8: Linden Ave / Casmalia St
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Casmalia StCasmalia StLinden AveLinden AveName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
63335125169516127613181899Total Analysis Volume [veh/h]
16843142131569332472Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.65100.65100.65100.65100.65100.65100.65100.65100.65100.65100.65100.6510Peak Hour Factor
412188311033401808551236Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
011200440050030In-Process Volume [veh/h]
1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate
0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
39102836332381688251156Base Volume Input [veh/h]
Casmalia StCasmalia StLinden AveLinden AveName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum AM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0100010001000100Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s]
03612036120311103111Split [s]
0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]
03030030300303003030Maximum Green [s]
077077077077Minimum Green [s]
--Lead--Lead--Lead--LeadLead / Lag
Auxiliary Signal Groups
047083061025Signal group
PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
16.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum AM
Version 5.00-00
Generated with
348.3013.85131.7453.1179.6783.01164.004.12107.5310.8395th-Percentile Queue Length [ft]
13.930.555.272.123.193.326.560.164.300.4395th-Percentile Queue Length [veh]
225.237.7073.1929.5144.2646.1191.112.2959.746.0250th-Percentile Queue Length [ft]
9.010.312.931.181.771.843.640.092.390.2450th-Percentile Queue Length [veh]
YesNoNoYesNoNoYesNoYesNoCritical Lane Group
DDCDBBEBBDLane Group LOS
40.7948.1926.3544.9212.4112.3662.3013.8715.9149.41d, Delay for Lane Group [s/veh]
0.900.320.330.500.180.180.930.010.220.30X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
7.684.710.373.680.440.4021.030.030.615.62d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.130.110.110.110.500.500.110.500.500.11k, delay calibration
33.1143.4725.9841.2411.9811.9641.2613.8515.3043.80d1, Uniform Delay [s]
4453852210390796714272284930c, Capacity [veh/h]
1848181018901810178319001810161519001810s, saturation flow rate [veh/h]
0.220.010.090.030.090.090.070.000.100.00(v / s)_i Volume / Saturation Flow Rate
0.240.020.280.060.510.510.080.450.450.02g / C, Green / Cycle
2222554646740401g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
90909090909090909090C, Cycle Length [s]
CLCLCCLRCLLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum AM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
26.35 26.3544.92 48.19 40.7940.7912.4149.41 15.91d_M, Delay for Movement [s/veh] 12.3813.87 62.30
C CD DD DBBMovement LOS D BB E
30.56 41.01d_A, Approach Delay [s/veh] 26.3617.29
C DApproach LOS B C
30.24d_I, Intersection Delay [s/veh]
CIntersection LOS
0.505Intersection V/C
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum AM
Version 5.00-00
Generated with
0.443Volume to Capacity (v/c):
CLevel Of Service:
23.2Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 9: Linden Ave / Renaissance Pkwy
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Renaissance PkwyRenaissance PkwyLinden AveLinden AveName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
17034516714627930410245622Total Analysis Volume [veh/h]
4286423670810061200Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.66600.66600.66600.66600.66600.66600.66601.00000.66600.66600.66600.6660Peak Hour Factor
1132301119718620270163411Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
38311197470004411In-Process Volume [veh/h]
1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate
0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
1061410013419260153000Base Volume Input [veh/h]
Renaissance PkwyRenaissance PkwyLinden AveLinden AveName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum AM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.00.00.02.00.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.00.00.02.00.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0100010001000100Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.00.00.03.00.0Vehicle Extension [s]
025310263203300330Split [s]
0.01.01.00.01.01.00.01.00.00.01.00.0All red [s]
0.03.03.00.03.03.00.03.00.00.03.00.0Amber [s]
030300303003000300Maximum Green [s]
077077070070Minimum Green [s]
--Lead--Lead------Lead / Lag
Auxiliary Signal Groups
047083060020Signal group
PermissPermissProtectePermissPermissProtectePermissPermissPermissPermissPermissPermissControl Type
Phasing & Timing
12.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum AM
Version 5.00-00
Generated with
118.90131.00176.45116.65125.6931.8927.920.00237.226.6695th-Percentile Queue Length [ft]
4.765.247.064.675.031.281.120.009.490.2795th-Percentile Queue Length [veh]
66.0572.7898.0364.8069.8317.7215.510.00140.153.7050th-Percentile Queue Length [ft]
2.642.913.922.592.790.710.620.005.610.1550th-Percentile Queue Length [veh]
NoNoYesYesNoNoNoNoYesNoCritical Lane Group
BBDBBDCADCLane Group LOS
11.7611.6546.2015.2515.0745.5823.750.0042.9823.22d, Delay for Lane Group [s/veh]
0.270.260.810.260.250.400.090.000.800.02X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.710.627.300.790.673.500.080.004.660.02d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.500.500.110.500.500.110.110.110.110.11k, delay calibration
11.0511.0338.9014.4614.4042.0823.670.0038.3123.21d1, Uniform Delay [s]
916102920779089074459540308500c, Capacity [veh/h]
1692190018101686190018101615190014301592s, saturation flow rate [veh/h]
0.140.140.090.120.120.020.030.000.170.01(v / s)_i Volume / Saturation Flow Rate
0.530.530.110.460.460.040.300.300.300.30g / C, Green / Cycle
4848104141427272727g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.002.002.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
90909090909090909090C, Cycle Length [s]
CCLCCLRCLCLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum AM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
15.10 15.2545.58 46.20 11.7611.6823.7523.22 23.22d_M, Delay for Movement [s/veh] 0.0023.22 42.98
B BD BD BCCMovement LOS C AC D
17.16 20.15d_A, Approach Delay [s/veh] 40.2223.22
B CApproach LOS C D
23.23d_I, Intersection Delay [s/veh]
CIntersection LOS
0.443Intersection V/C
----------------Ring 4
----------------Ring 3
-------------876Ring 2
-------------432Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum AM
Version 5.00-00
Generated with
0.482Volume to Capacity (v/c):
BLevel Of Service:
13.3Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 10: Baseline Rd / Linden Ave
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Baseline RdBaseline RdLinden AveLinden AveName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
18759556654862102642825369Total Analysis Volume [veh/h]
47149141612250710201317Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.90700.90700.90700.90700.90700.90700.90700.90700.90700.90700.90700.9070Peak Hour Factor
17054051594411902438744863Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
1421652070160121430In-Process Volume [veh/h]
1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate
0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
273614757357302216674361Base Volume Input [veh/h]
Baseline RdBaseline RdLinden AveLinden AveName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum AM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.00.00.02.00.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.00.00.02.00.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0100010001000100Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.00.00.03.00.0Vehicle Extension [s]
058130571202000200Split [s]
0.01.01.00.01.01.00.01.00.00.01.00.0All red [s]
0.03.03.00.03.03.00.03.00.00.03.00.0Amber [s]
030300303003000300Maximum Green [s]
077077070070Minimum Green [s]
--Lead--Lead------Lead / Lag
Auxiliary Signal Groups
047083060020Signal group
PermissPermissProtectePermissPermissProtectePermissPermissPermissPermissPermissPermissControl Type
Phasing & Timing
12.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum AM
Version 5.00-00
Generated with
42.18172.4158.4172.6574.8622.8923.1046.5477.29121.7995th-Percentile Queue Length [ft]
1.696.902.342.912.990.920.921.863.094.8795th-Percentile Queue Length [veh]
23.4395.7832.4540.3641.5912.7212.8325.8542.9467.6650th-Percentile Queue Length [ft]
0.943.831.301.611.660.510.511.031.722.7150th-Percentile Queue Length [veh]
NoYesNoNoNoYesNoNoNoYesCritical Lane Group
AADAADDDDDLane Group LOS
4.366.2545.125.455.4346.4235.7949.6938.5041.65d, Delay for Lane Group [s/veh]
0.160.440.530.220.210.360.120.510.430.56X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.301.023.980.390.373.760.234.701.562.29d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.500.500.110.500.500.110.110.110.110.11k, delay calibration
4.075.2341.145.065.0542.6635.5645.0036.9539.36d1, Uniform Delay [s]
11591363106125913125822383189217c, Capacity [veh/h]
1615190018101823190018101900137316151314s, saturation flow rate [veh/h]
0.120.310.030.150.150.010.010.030.050.09(v / s)_i Volume / Saturation Flow Rate
0.720.720.060.690.690.030.120.120.120.12g / C, Green / Cycle
646456262311111111g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.002.000.002.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
90909090909090909090C, Cycle Length [s]
RCLCCLCLRCLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum AM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
5.44 5.4546.42 45.12 4.366.2535.7941.65 41.65d_M, Delay for Movement [s/veh] 35.7938.50 49.69
A AD AD ADDMovement LOS D DD D
6.94 8.43d_A, Approach Delay [s/veh] 44.3840.38
A AApproach LOS D D
13.25d_I, Intersection Delay [s/veh]
BIntersection LOS
0.482Intersection V/C
----------------Ring 4
----------------Ring 3
-------------876Ring 2
-------------432Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum AM
Version 5.00-00
Generated with
0.739Volume to Capacity (v/c):
CLevel Of Service:
31.5Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 11: Ayala Dr / Casmalia St
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Casmalia StCasmalia StAyala DrAyala DrName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
3168212285709126551778349249Total Analysis Volume [veh/h]
817537118231644198762Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.81100.81100.81100.81100.81100.81100.81100.81100.81100.81100.81100.8110Peak Hour Factor
2555172231577105311463283202Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
01103310114002100In-Process Volume [veh/h]
1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate
0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
24421651904569507136127098Base Volume Input [veh/h]
Casmalia StCasmalia StAyala DrAyala DrName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum AM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0100010001000100Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s]
03517029110231103321Split [s]
0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]
03030030300303003030Maximum Green [s]
077077077077Minimum Green [s]
--Lead--Lead--Lead--LeadLead / Lag
Auxiliary Signal Groups
047083061025Signal group
PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
16.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum AM
Version 5.00-00
Generated with
20.0244.60216.28267.6356.3110.72255.20256.2318.77118.40124.92243.3295th-Percentile Queue Length [ft]
0.801.788.6510.712.250.4310.2110.250.754.745.009.7395th-Percentile Queue Length [veh]
11.1224.78124.71162.9631.285.96153.58154.3510.4365.7869.40144.6950th-Percentile Queue Length [ft]
0.440.994.996.521.250.246.146.170.422.632.785.7950th-Percentile Queue Length [veh]
NoNoYesYesNoNoYesNoNoNoNoYesCritical Lane Group
CCDDCDCCDBBDLane Group LOS
21.1821.5745.9242.3930.0948.8828.4528.4246.6815.9115.8544.53d, Delay for Lane Group [s/veh]
0.060.110.850.880.180.290.540.540.330.260.250.86X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.050.087.957.470.235.093.443.423.710.760.717.58d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.110.110.110.500.500.110.500.500.11k, delay calibration
21.1321.4937.9734.9229.8643.7825.0025.0042.9715.1515.1436.95d1, Uniform Delay [s]
5206122493253833161261651811865288c, Capacity [veh/h]
161519001810161519001810188819001810178219001810s, saturation flow rate [veh/h]
0.020.040.120.180.040.000.180.180.010.120.120.14(v / s)_i Volume / Saturation Flow Rate
0.320.320.140.200.200.020.330.330.030.460.460.16g / C, Green / Cycle
2929121818129292414114g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
909090909090909090909090C, Cycle Length [s]
RCLRCLCCLCCLLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum AM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
30.09 42.3948.88 45.92 21.1821.5728.4544.53 15.87d_M, Delay for Movement [s/veh] 28.4315.91 46.68
C DD CD CCBMovement LOS D CB D
40.19 38.13d_A, Approach Delay [s/veh] 28.8926.43
D DApproach LOS C C
31.50d_I, Intersection Delay [s/veh]
CIntersection LOS
0.739Intersection V/C
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum AM
Version 5.00-00
Generated with
0.899Volume to Capacity (v/c):
CLevel Of Service:
33.4Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 12: Ayala Dr / SR-210 WB Ramps
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
SR-210 WB RampsSR-210 WB RampsAyala DrAyala DrName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
415251800057373000382599Total Analysis Volume [veh/h]
10411290001431830095150Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.86700.86700.86701.00001.00001.00000.86700.86701.00001.00000.86700.8670Peak Hour Factor
360244900049763300331519Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
18601820007514700552In-Process Volume [veh/h]
1.041.041.041.001.001.001.041.041.001.001.041.04Growth Rate
0.000.000.002.002.002.000.000.002.002.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
167225700040646700265497Base Volume Input [veh/h]
SR-210 WB RampsSR-210 WB RampsAyala DrAyala DrName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum AM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoPedestrian Recall
NoNoNoNoMaximum Recall
NoNoNoNoMinimum Recall
0.02.00.00.00.00.00.02.00.00.02.02.0l2, Clearance Lost Time [s]
0.02.00.00.00.00.00.02.00.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
010000001000100Pedestrian Clearance [s]
050000050050Walk [s]
0.03.00.00.00.00.00.03.00.00.03.03.0Vehicle Extension [s]
0190000045007126Split [s]
0.01.00.00.00.00.00.01.00.00.01.01.0All red [s]
0.03.00.00.00.00.00.03.00.00.03.03.0Amber [s]
0300000030003030Maximum Green [s]
070000070077Minimum Green [s]
-----------LeadLead / Lag
Auxiliary Signal Groups
040000020061Signal group
SplitSplitSplitPermissProtectePermissPermissPermissPermissPermissPermissProtecteControl Type
Phasing & Timing
12.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum AM
Version 5.00-00
Generated with
229.85226.30224.87590.60433.1740.18220.7495th-Percentile Queue Length [ft]
9.199.058.9923.6217.331.618.8395th-Percentile Queue Length [veh]
134.69132.07131.01419.37292.8422.32127.9750th-Percentile Queue Length [ft]
5.395.285.2416.7711.710.895.1250th-Percentile Queue Length [veh]
YesNoNoYesNoNoYesCritical Lane Group
CCCFCACLane Group LOS
31.3429.8429.2258.9931.455.0430.68d, Delay for Lane Group [s/veh]
0.800.750.731.010.870.160.80X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
3.942.822.3935.8210.040.032.10d2, Incremental Delay [s]
1.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.460.360.110.11k, delay calibration
27.4027.0226.8323.1721.415.0128.58d1, Uniform Delay [s]
3844144316467472378745c, Capacity [veh/h]
1615173918101645190036183514s, saturation flow rate [veh/h]
0.190.180.170.400.340.110.17(v / s)_i Volume / Saturation Flow Rate
0.240.240.240.390.390.660.21g / C, Green / Cycle
18181830305016g_i, Effective Green Time [s]
2.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
76767676767676C, Cycle Length [s]
RCLCCCLLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum AM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
0.00 0.000.00 29.47 30.9729.8458.9930.68 5.04d_M, Delay for Movement [s/veh] 34.410.00 0.00
CC CEAMovement LOS C C
0.00 30.13d_A, Approach Delay [s/veh] 45.2220.70
A CApproach LOS C D
33.36d_I, Intersection Delay [s/veh]
CIntersection LOS
0.899Intersection V/C
----------------Ring 4
----------------Ring 3
---------------6Ring 2
-------------421Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum AM
Version 5.00-00
Generated with
0.687Volume to Capacity (v/c):
BLevel Of Service:
11.9Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 13: Ayala Dr / SR-210 EB Ramps
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
SR-210 EB RampsSR-210 EB RampsAyala DrAyala DrName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
000351415007494314237730Total Analysis Volume [veh/h]
0008813801871081061930Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00000.91900.91900.91901.00000.91900.91900.91900.91901.0000Peak Hour Factor
000323413806883963897100Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
0003032020512436250In-Process Volume [veh/h]
1.001.001.001.041.041.041.001.041.041.041.041.00Growth Rate
2.002.002.000.000.000.002.000.000.000.000.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
000308410204642623396590Base Volume Input [veh/h]
SR-210 EB RampsSR-210 EB RampsAyala DrAyala DrName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum AM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoPedestrian Recall
NoNoNoNoMaximum Recall
NoNoNoNoMinimum Recall
0.00.00.00.02.00.00.02.02.00.02.00.0l2, Clearance Lost Time [s]
0.00.00.00.02.00.00.02.02.00.02.00.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
000010001000100Pedestrian Clearance [s]
000050050050Walk [s]
0.00.00.00.03.00.00.03.03.00.03.00.0Vehicle Extension [s]
0000240066190470Split [s]
0.00.00.00.01.00.00.01.01.00.01.00.0All red [s]
0.00.00.00.03.00.00.03.03.00.03.00.0Amber [s]
0000300030300300Maximum Green [s]
000070077070Minimum Green [s]
--------Lead---Lead / Lag
Auxiliary Signal Groups
000080025060Signal group
PermissProtectePermissSplitSplitSplitPermissPermissProtectePermissPermissPermissControl Type
Phasing & Timing
12.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum AM
Version 5.00-00
Generated with
67.4067.6053.2727.3176.82131.84105.0695th-Percentile Queue Length [ft]
2.702.702.131.093.075.274.2095th-Percentile Queue Length [veh]
37.4437.5629.6015.1742.6873.2558.3650th-Percentile Queue Length [ft]
1.501.501.180.611.712.932.3350th-Percentile Queue Length [veh]
YesNoNoNoYesYesNoCritical Lane Group
BBBABBBLane Group LOS
18.4218.4116.853.6817.1914.0711.87d, Delay for Lane Group [s/veh]
0.620.620.470.330.650.740.60X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
2.142.131.040.081.081.920.46d2, Incremental Delay [s]
1.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.110.110.110.11k, delay calibration
16.2816.2815.803.6016.1012.1511.40d1, Uniform Delay [s]
28828932322996635711279c, Capacity [veh/h]
1615162018103618351416153618s, saturation flow rate [veh/h]
0.110.110.080.210.120.260.21(v / s)_i Volume / Saturation Flow Rate
0.180.180.180.640.190.350.35g / C, Green / Cycle
8882781515g_i, Effective Green Time [s]
2.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
43434343434343C, Cycle Length [s]
RCLCLRCLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum AM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
18.41 18.4116.85 0.00 0.000.000.000.00 11.87d_M, Delay for Movement [s/veh] 3.6814.07 17.19
B BBBMovement LOS AB B
17.95 0.00d_A, Approach Delay [s/veh] 8.6112.65
B AApproach LOS B A
11.92d_I, Intersection Delay [s/veh]
BIntersection LOS
0.687Intersection V/C
----------------Ring 4
----------------Ring 3
-------------865Ring 2
---------------2Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum AM
Version 5.00-00
Generated with
0.804Volume to Capacity (v/c):
CLevel Of Service:
24.0Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 14: Ayala Dr / Renaissance Pkwy
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Renaissance PkwyRenaissance PkwyAyala DrAyala DrName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
3752393118113611920681416636785122Total Analysis Volume [veh/h]
946084534305120441919631Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.85100.85100.85100.85100.85100.85100.85100.85100.85100.85100.85100.8510Peak Hour Factor
3192032615411610117569314131668104Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
0101183120181001070214229In-Process Volume [veh/h]
1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate
0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
3079881189280725631361060272Base Volume Input [veh/h]
Renaissance PkwyRenaissance PkwyAyala DrAyala DrName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum AM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0100010001000100Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s]
03311033110281603018Split [s]
0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]
03030030300303003030Maximum Green [s]
077077077077Minimum Green [s]
--Lead--Lead--Lead--LeadLead / Lag
Auxiliary Signal Groups
047083025061Signal group
PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
16.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum AM
Version 5.00-00
Generated with
232.24127.4522.8786.4561.6586.49107.34226.96120.6117.29227.9489.0995th-Percentile Queue Length [ft]
9.295.100.913.462.473.464.299.084.820.699.123.5695th-Percentile Queue Length [veh]
136.4570.8112.7148.0334.2548.0559.63132.5567.009.61133.2849.4950th-Percentile Queue Length [ft]
5.462.830.511.921.371.922.395.302.680.385.331.9850th-Percentile Queue Length [veh]
YesNoNoNoNoYesNoNoYesNoYesNoCritical Lane Group
CCCBBCBCCBCCLane Group LOS
26.9720.3132.8717.2616.3133.5019.5222.5133.4718.0724.2033.76d, Delay for Lane Group [s/veh]
0.850.460.370.350.220.690.440.780.770.080.820.70X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
4.570.632.670.400.184.890.651.275.610.081.755.13d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.110.110.110.110.110.110.110.110.11k, delay calibration
22.4119.6830.2016.8716.1328.6218.8721.2427.8617.9922.4628.63d1, Uniform Delay [s]
443521845216131724681049216430963173c, Capacity [veh/h]
161519001810161519001810161536181810161536181810s, saturation flow rate [veh/h]
0.230.130.020.110.070.070.130.230.090.020.220.07(v / s)_i Volume / Saturation Flow Rate
0.270.270.050.320.320.100.290.290.120.270.270.10g / C, Green / Cycle
18183212161919817176g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
656565656565656565656565C, Cycle Length [s]
CCLCCLRCLRCLLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum AM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
16.31 17.2633.50 32.87 26.9720.3119.5233.76 24.20d_M, Delay for Movement [s/veh] 22.5118.07 33.47
B BC CC CBCMovement LOS C CB C
21.40 24.79d_A, Approach Delay [s/veh] 23.5225.21
C CApproach LOS C C
23.98d_I, Intersection Delay [s/veh]
CIntersection LOS
0.804Intersection V/C
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum AM
Version 5.00-00
Generated with
0.808Volume to Capacity (v/c):
CLevel Of Service:
27.1Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 15: Ayala Dr / Baseline Rd
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Baseline RdBaseline RdAyala DrAyala DrName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
505291161343581802595345152516257Total Analysis Volume [veh/h]
121322934894565134131312964Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.94700.94700.94700.94700.94700.94700.94700.94700.94700.94700.94700.9470Peak Hour Factor
475011101273391702455064849489243Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
91870444665193455061175In-Process Volume [veh/h]
1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate
0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
373021068028210150443414741265Base Volume Input [veh/h]
Baseline RdBaseline RdAyala DrAyala DrName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum AM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0100010001000100Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s]
02015022170271104226Split [s]
0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]
03030030300303003030Maximum Green [s]
077077077077Minimum Green [s]
--Lead--Lead--Lead--LeadLead / Lag
Auxiliary Signal Groups
047083025061Signal group
PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
16.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum AM
Version 5.00-00
Generated with
197.53201.3388.82145.86158.15135.84238.40258.8238.0321.34268.60187.9095th-Percentile Queue Length [ft]
7.908.053.555.836.335.439.5410.351.520.8510.747.5295th-Percentile Queue Length [veh]
111.10113.8449.3481.0387.8675.47141.02156.3021.1311.85163.69104.3950th-Percentile Queue Length [ft]
4.444.551.973.243.513.025.646.250.850.476.554.1850th-Percentile Queue Length [veh]
YesNoNoNoNoYesYesNoNoNoNoYesCritical Lane Group
CCDCCCCCCBCCLane Group LOS
29.7929.6335.1724.5324.3534.2927.5027.0333.2313.7220.3232.16d, Delay for Lane Group [s/veh]
0.790.790.700.590.580.780.830.830.440.090.720.82X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
3.843.695.231.361.215.594.013.552.610.062.165.15d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.110.110.110.110.110.110.110.170.11k, delay calibration
25.9525.9429.9423.1723.1328.7023.4923.4730.6213.6618.1527.01d1, Uniform Delay [s]
362373166402442231451506116607715315c, Capacity [veh/h]
184319001810172619001810169319001810161519001810s, saturation flow rate [veh/h]
0.150.150.060.140.140.100.220.220.030.030.270.14(v / s)_i Volume / Saturation Flow Rate
0.200.200.090.230.230.130.270.270.060.380.380.17g / C, Green / Cycle
131361616918184252512g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
686868686868686868686868C, Cycle Length [s]
CCLCCLCCLRCLLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum AM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
24.40 24.5334.29 35.17 29.7929.7027.5032.16 20.32d_M, Delay for Movement [s/veh] 27.1313.72 33.23
C CC CD CCCMovement LOS C CB C
27.07 30.62d_A, Approach Delay [s/veh] 27.6123.59
C CApproach LOS C C
27.09d_I, Intersection Delay [s/veh]
CIntersection LOS
0.808Intersection V/C
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum AM
Version 5.00-00
Generated with
0.743Volume to Capacity (v/c):
CLevel Of Service:
23.7Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 16: Locust Ave / Miro Way
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Miro WayMiro WayLocust AveName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
15377781271924373177153689Total Analysis Volume [veh/h]
381922325693444922Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.84800.84800.84800.84800.84800.84800.84800.84800.84800.84800.84800.8480Peak Hour Factor
13065671081620316150133128Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
32582010281432888580In-Process Volume [veh/h]
1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
947476862736052448Base Volume Input [veh/h]
Miro WayMiro WayLocust AveName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum AM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoPedestrian Recall
NoNoNoNoMaximum Recall
NoNoNoNoMinimum Recall
0.02.00.00.02.00.00.02.00.00.02.00.0l2, Clearance Lost Time [s]
0.02.00.00.02.00.00.02.00.00.02.00.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0100010001000100Pedestrian Clearance [s]
050050050050Walk [s]
0.03.00.00.03.00.00.03.00.00.03.00.0Vehicle Extension [s]
0300030006000600Split [s]
0.01.00.00.01.00.00.01.00.00.01.00.0All red [s]
0.03.00.00.03.00.00.03.00.00.03.00.0Amber [s]
0300030003000300Maximum Green [s]
070070070070Minimum Green [s]
------------Lead / Lag
Auxiliary Signal Groups
040080060020Signal group
PermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissControl Type
Phasing & Timing
12.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
YesLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum AM
Version 5.00-00
Generated with
163.0997.07457.04209.0895th-Percentile Queue Length [ft]
6.523.8818.288.3695th-Percentile Queue Length [veh]
90.6053.93312.16119.4550th-Percentile Queue Length [ft]
3.622.1612.494.7850th-Percentile Queue Length [veh]
YesNoYesNoCritical Lane Group
CBCBLane Group LOS
20.8118.5832.6014.46d, Delay for Lane Group [s/veh]
0.370.230.880.44X, volume / capacity
Lane Group Results
1.001.001.001.00PF, progression factor
1.001.001.001.00Rp, platoon ratio
0.000.000.000.00d3, Initial Queue Delay [s]
1.630.7710.120.35d2, Incremental Delay [s]
1.001.001.001.00I, Upstream Filtering Factor
0.500.500.310.11k, delay calibration
19.1817.8122.4714.11d1, Uniform Delay [s]
642681655881c, Capacity [veh/h]
1499158711811646s, saturation flow rate [veh/h]
0.160.100.490.24(v / s)_i Volume / Saturation Flow Rate
0.400.400.510.51g / C, Green / Cycle
36364646g_i, Effective Green Time [s]
2.002.002.002.00l2, Clearance Lost Time [s]
2.002.002.002.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.00L, Total Lost Time per Cycle [s]
90909090C, Cycle Length [s]
CCCCLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum AM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
18.58 18.5818.58 20.81 20.8120.8132.6014.46 14.46d_M, Delay for Movement [s/veh] 32.6014.46 32.60
B BB CC CCBMovement LOS B CB C
18.58 20.81d_A, Approach Delay [s/veh] 32.6014.46
B CApproach LOS B C
23.71d_I, Intersection Delay [s/veh]
CIntersection LOS
0.743Intersection V/C
----------------Ring 4
----------------Ring 3
--------------86Ring 2
--------------42Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum AM
Version 5.00-00
Generated with
0.461Volume to Capacity (v/c):
BLevel Of Service:
16.5Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 17: Linden Ave / Miro Way
Intersection Level Of Service Report
YesYesYesCrosswalk
0.000.000.00Grade [%]
35.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftRightThruThruLeftTurning Movement
Lane Configuration
EastboundSouthboundNorthboundApproach
Miro WayLinden AveName
Intersection Setup
000Bicycle Volume [bicycles/h]
000Pedestrian Volume [ped/h]
000000Local Bus Stopping Rate [/h]
000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
1025930136266Total Analysis Volume [veh/h]
2515103466Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.58000.58000.58000.58000.58000.5800Peak Hour Factor
59342079154Total Hourly Volume [veh/h]
000000Right-Turn on Red Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
000000Site-Generated Trips [veh/h]
2131007880In-Process Volume [veh/h]
1.041.041.041.041.041.04Growth Rate
0.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
37320171Base Volume Input [veh/h]
Miro WayLinden AveName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum AM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.0Detector Location [ft]
NoNoNoPedestrian Recall
NoNoNoMaximum Recall
NoNoNoMinimum Recall
0.02.00.02.02.00.0l2, Clearance Lost Time [s]
0.02.00.02.02.00.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
010010100Pedestrian Clearance [s]
050550Walk [s]
0.03.00.03.03.00.0Vehicle Extension [s]
071019190Split [s]
0.01.00.01.01.00.0All red [s]
0.03.00.03.03.00.0Amber [s]
030030300Maximum Green [s]
070770Minimum Green [s]
-Lead----Lead / Lag
Auxiliary Signal Groups
030620Signal group
PermissivePermissivePermissivePermissivePermissivePermissiveControl Type
Phasing & Timing
12.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
YesLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum AM
Version 5.00-00
Generated with
172.870.3783.2095th-Percentile Queue Length [ft]
6.910.013.3395th-Percentile Queue Length [veh]
96.040.2146.2250th-Percentile Queue Length [ft]
3.840.011.8550th-Percentile Queue Length [veh]
YesNoYesCritical Lane Group
DAALane Group LOS
47.112.124.29d, Delay for Lane Group [s/veh]
0.830.000.35X, volume / capacity
Lane Group Results
1.001.001.00PF, progression factor
1.001.001.00Rp, platoon ratio
0.000.000.00d3, Initial Queue Delay [s]
8.890.000.85d2, Incremental Delay [s]
1.001.001.00I, Upstream Filtering Factor
0.110.500.50k, delay calibration
38.222.123.44d1, Uniform Delay [s]
19411381142c, Capacity [veh/h]
151314541373s, saturation flow rate [veh/h]
0.110.000.29(v / s)_i Volume / Saturation Flow Rate
0.130.780.78g / C, Green / Cycle
127070g_i, Effective Green Time [s]
2.002.002.00l2, Clearance Lost Time [s]
0.000.002.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.00L, Total Lost Time per Cycle [s]
909090C, Cycle Length [s]
CCCLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum AM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
2.12 47.11 47.114.29d_M, Delay for Movement [s/veh] 2.124.29
DA DAMovement LOS AA
47.112.12d_A, Approach Delay [s/veh] 4.29
DAApproach LOS A
16.46d_I, Intersection Delay [s/veh]
BIntersection LOS
0.461Intersection V/C
----------------Ring 4
----------------Ring 3
---------------6Ring 2
--------------32Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum AM
Version 5.00-00
Generated with
0.577Volume to Capacity (v/c):
BLevel Of Service:
19.2Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 18: Locust Ave / Renaissance Pkwy
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Renaissance PkwyRenaissance PkwyLocust AveLocust AveName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
371431683001787711831610585391244Total Analysis Volume [veh/h]
93642754419307926219861Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.82800.82800.82800.82800.82800.82800.82800.82800.82800.82800.82800.8280Peak Hour Factor
3111813924814764982628770324202Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
13957120833913133274940In-Process Volume [veh/h]
1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate
0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
2976791236259861265241264156Base Volume Input [veh/h]
Renaissance PkwyRenaissance PkwyLocust AveLocust AveName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum AM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoPedestrian Recall
NoNoNoNoNoMaximum Recall
NoNoNoNoNoMinimum Recall
0.02.00.00.02.02.00.02.00.00.02.00.0l2, Clearance Lost Time [s]
0.02.00.00.02.02.00.02.00.00.02.00.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0100010001000100Pedestrian Clearance [s]
050050050050Walk [s]
0.03.00.00.03.03.00.03.00.00.03.00.0Vehicle Extension [s]
01900301106000600Split [s]
0.01.00.00.01.01.00.01.00.00.01.00.0All red [s]
0.03.00.00.03.03.00.03.00.00.03.00.0Amber [s]
03000303003000300Maximum Green [s]
070077070070Minimum Green [s]
-----Lead------Lead / Lag
Auxiliary Signal Groups
040083020060Signal group
PermissPermissPermissPermissPermissProtectePermissPermissPermissPermissPermissPermissControl Type
Phasing & Timing
12.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum AM
Version 5.00-00
Generated with
42.3244.04123.64124.0165.6561.5051.18152.5876.57247.56178.7495th-Percentile Queue Length [ft]
1.691.764.954.962.632.462.056.103.069.907.1595th-Percentile Queue Length [veh]
23.5124.4768.6968.8936.4734.1628.4384.7742.54147.8599.3050th-Percentile Queue Length [ft]
0.940.982.752.761.461.371.143.391.705.913.9750th-Percentile Queue Length [veh]
NoNoYesNoNoYesNoNoNoYesNoCritical Lane Group
BBCBBDBBCBCLane Group LOS
16.2716.2329.2012.2610.8435.4513.8015.5429.8318.5128.34d, Delay for Lane Group [s/veh]
0.140.140.570.390.190.550.180.410.420.630.66X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.110.091.710.310.103.310.130.341.131.432.14d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.110.110.110.110.110.110.170.12k, delay calibration
16.1616.1427.4911.9510.7432.1413.6715.2028.7117.0926.20d1, Uniform Delay [s]
616662296777915140659775249752371c, Capacity [veh/h]
176919009311615190018101615190093318421080s, saturation flow rate [veh/h]
0.050.050.180.190.090.040.070.170.110.260.23(v / s)_i Volume / Saturation Flow Rate
0.350.350.350.480.480.080.410.410.410.410.41g / C, Green / Cycle
252525353562929292929g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.002.000.000.000.000.000.002.000.002.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
7272727272727272727272C, Cycle Length [s]
CCLCCLRCLCLLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum AM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
10.84 12.2635.45 29.20 16.2716.2413.8028.34 18.51d_M, Delay for Movement [s/veh] 15.5418.51 29.83
B BD BC BBBMovement LOS C BB C
15.02 22.50d_A, Approach Delay [s/veh] 17.9521.84
B CApproach LOS C B
19.23d_I, Intersection Delay [s/veh]
BIntersection LOS
0.577Intersection V/C
----------------Ring 4
----------------Ring 3
------------8-6-Ring 2
------------432-Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum AM
Version 5.00-00
Generated with
0.745Volume to Capacity (v/c):
CLevel Of Service:
25.8Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 19: Locust Ave / Casmalia Ave
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Casmalia StLocust AveLocust AveName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
9111314026922603584254955285198Total Analysis Volume [veh/h]
232835723658910612147149Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.76900.76900.76900.76900.76900.76900.76900.76900.76900.76900.76900.7690Peak Hour Factor
708710820712002753273842219152Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
00101500068034155In-Process Volume [veh/h]
1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
678471468192264249378196141Base Volume Input [veh/h]
Casmalia StLocust AveLocust AveName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum AM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0100010001000100Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s]
01916027240301503217Split [s]
0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]
03030030300303003030Maximum Green [s]
077077077077Minimum Green [s]
--Lead--Lead--Lead--LeadLead / Lag
Auxiliary Signal Groups
061025083047Signal group
PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
12.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum AM
Version 5.00-00
Generated with
141.31101.3462.02175.55214.36244.0134.0570.1473.22137.3595th-Percentile Queue Length [ft]
5.654.052.487.028.579.761.362.812.935.4995th-Percentile Queue Length [veh]
78.5156.3034.4597.53123.30145.2018.9238.9640.6876.3050th-Percentile Queue Length [ft]
3.142.251.383.904.935.810.761.561.633.0550th-Percentile Queue Length [veh]
YesNoNoYesNoYesNoNoNoYesCritical Lane Group
CCCCCCCBBCLane Group LOS
31.5334.0320.8530.0425.3525.0231.2714.8714.8431.67d, Delay for Lane Group [s/veh]
0.790.760.290.810.820.820.430.270.260.78X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
5.386.240.394.953.803.412.560.230.215.28d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.110.110.110.110.110.110.11k, delay calibration
26.1527.7820.4525.0921.5621.6128.7114.6514.6326.39d1, Uniform Delay [s]
258185405320438515114625661253c, Capacity [veh/h]
1727177417931774158318631774176018631774s, saturation flow rate [veh/h]
0.120.080.070.150.230.230.030.090.090.11(v / s)_i Volume / Saturation Flow Rate
0.150.100.230.180.280.280.060.350.350.14g / C, Green / Cycle
9714111818423239g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
64646464646464646464C, Cycle Length [s]
CLCLRCLCCLLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum AM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
20.85 20.8530.04 34.03 31.5331.5325.3531.67 14.85d_M, Delay for Movement [s/veh] 25.0214.87 31.27
C CC CC CCBMovement LOS C CB C
27.17 32.55d_A, Approach Delay [s/veh] 25.5321.05
C CApproach LOS C C
25.83d_I, Intersection Delay [s/veh]
CIntersection LOS
0.745Intersection V/C
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum AM
Version 5.00-00
Generated with
Intersection Analysis Summary
4/18/2017Report File: K:\...\4 OY CUM PM.pdf
Scenario 17 OY Plus Cum PMVistro File: K:\...\PA 108 B6_OY Cum_PM.vistro
Revised Building 6
V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. forall other control types, they are taken for the whole intersection.
B17.50.591WB LeftHCM 2010SignalizedLocust Ave / Casmalia Ave19
B13.80.515EB LeftHCM 2010SignalizedLocust Ave / Renaissance
Pkwy18
B19.00.290EB RightHCM 2010SignalizedLinden Ave / Miro Way17
C23.20.558SB ThruHCM 2010SignalizedLocust Ave / Miro Way16
C29.60.829WB LeftHCM 2010SignalizedAyala Dr / Baseline Rd15
C23.20.799WB LeftHCM 2010SignalizedAyala Dr / Renaissance Pkwy14
B19.40.819NB RightHCM 2010SignalizedAyala Dr / SR-210 EB Ramps13
B14.70.717NB LeftHCM 2010SignalizedAyala Dr / SR-210 WB
Ramps12
C26.20.445SB LeftHCM 2010SignalizedAyala Dr / Casmalia St11
B16.80.450WB LeftHCM 2010SignalizedBaseline Rd / Linden Ave10
C21.70.389WB LeftHCM 2010SignalizedLinden Ave / Renaissance
Pkwy9
C27.00.560NB LeftHCM 2010SignalizedLinden Ave / Casmalia St8
B16.10.614WB LeftHCM 2010SignalizedBaseline Rd / Locust Ave7
C34.20.872WB LeftHCM 2010SignalizedAlder Ave / Baseline Rd6
A5.80.584WB RightHCM 2010SignalizedMiro Way/Alder Ave5
D44.00.937WB RightHCM 2010SignalizedAlder Ave / Renaissance
Pkwy3
F115.91.159NB RightHCM 2010SignalizedAlder Ave / SR-210 EB
Ramps2
F121.51.239NB LeftHCM 2010SignalizedAlder Ave / SR-210 WB
Ramps1
LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum PM
Version 5.00-00
Generated with
1.239Volume to Capacity (v/c):
FLevel Of Service:
121.5Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 1: Alder Ave / SR-210 WB Ramps
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
SR-210 WB RampsSR-210 WB RampsAlder AveName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
1721039900062055700571866Total Analysis Volume [veh/h]
43310000015513900143216Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.96100.96100.96101.00001.00001.00000.96100.96101.00001.00000.96100.9610Peak Hour Factor
1651038300059653500549832Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
76012200031925400209490In-Process Volume [veh/h]
1.041.041.041.001.001.001.041.041.001.001.041.04Growth Rate
0.000.000.002.002.002.000.000.002.002.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
861025100026627000327329Base Volume Input [veh/h]
SR-210 WB RampsSR-210 WB RampsAlder AveName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum PM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoPedestrian Recall
NoNoNoNoMaximum Recall
NoNoNoNoMinimum Recall
0.02.00.00.00.00.00.02.00.00.02.02.0l2, Clearance Lost Time [s]
0.02.00.00.00.00.00.02.00.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
010000001000100Pedestrian Clearance [s]
050000050050Walk [s]
0.03.00.00.00.00.00.03.00.00.03.03.0Vehicle Extension [s]
0440000020004626Split [s]
0.01.00.00.00.00.00.01.00.00.01.01.0All red [s]
0.03.00.00.00.00.00.03.00.00.03.03.0Amber [s]
0300000030003030Maximum Green [s]
070000070077Minimum Green [s]
-----------LeadLead / Lag
Auxiliary Signal Groups
040000020061Signal group
SplitSplitSplitPermissProtectePermissPermissPermissPermissPermissPermissProtecteControl Type
Phasing & Timing
12.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum PM
Version 5.00-00
Generated with
159.75387.871016.11539.0286.161947.0995th-Percentile Queue Length [ft]
6.3915.5140.6421.563.4577.8895th-Percentile Queue Length [veh]
88.75256.53687.90379.3147.871274.1450th-Percentile Queue Length [ft]
3.5510.2627.5215.171.9150.9750th-Percentile Queue Length [veh]
NoYesYesNoNoYesCritical Lane Group
CDFDAFLane Group LOS
31.4148.02148.6551.666.16275.79d, Delay for Lane Group [s/veh]
0.460.901.220.930.241.52X, volume / capacity
Lane Group Results
1.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.8213.16115.9919.990.05243.14d2, Incremental Delay [s]
1.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.230.500.400.110.50k, delay calibration
30.5934.8632.6631.676.1132.65d1, Uniform Delay [s]
3994435085982428570c, Capacity [veh/h]
162818101615190036181810s, saturation flow rate [veh/h]
0.110.220.380.290.160.48(v / s)_i Volume / Saturation Flow Rate
0.240.240.310.310.670.31g / C, Green / Cycle
232330306430g_i, Effective Green Time [s]
2.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
959595959595C, Cycle Length [s]
CLCCCLLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum PM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
0.00 0.000.00 48.02 31.4131.41148.65275.79 6.16d_M, Delay for Movement [s/veh] 51.660.00 0.00
CD CFAMovement LOS F D
0.00 42.82d_A, Approach Delay [s/veh] 102.75168.65
A DApproach LOS F F
121.49d_I, Intersection Delay [s/veh]
FIntersection LOS
1.239Intersection V/C
----------------Ring 4
----------------Ring 3
---------------6Ring 2
-------------421Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum PM
Version 5.00-00
Generated with
1.159Volume to Capacity (v/c):
FLevel Of Service:
115.9Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 2: Alder Ave / SR-210 EB Ramps
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
SR-210 EB RampsSR-210 EB RampsAlder AveAlder AvenueName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
0005715352065625361910790Total Analysis Volume [veh/h]
0001431880164631552700Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00000.97400.97400.97401.00000.97400.97400.97400.97401.0000Peak Hour Factor
0005565343063924660310510Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000221011502501252995910In-Process Volume [veh/h]
1.001.001.001.041.041.041.001.041.041.041.041.00Growth Rate
2.002.002.000.000.000.002.000.000.000.000.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
000322521903741162924420Base Volume Input [veh/h]
SR-210 EB RampsSR-210 EB RampsAlder AveAlder AvenueName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum PM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoPedestrian Recall
NoNoNoNoMaximum Recall
NoNoNoNoMinimum Recall
0.00.00.00.02.00.00.02.02.00.02.00.0l2, Clearance Lost Time [s]
0.00.00.00.02.00.00.02.02.00.02.00.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
000010001000100Pedestrian Clearance [s]
000050050050Walk [s]
0.00.00.00.03.00.00.03.03.00.03.00.0Vehicle Extension [s]
0000600030110190Split [s]
0.00.00.00.01.00.00.01.01.00.01.00.0All red [s]
0.00.00.00.03.00.00.03.03.00.03.00.0Amber [s]
0000300030300300Maximum Green [s]
000070077070Minimum Green [s]
--------Lead---Lead / Lag
Auxiliary Signal Groups
000080025060Signal group
PermissProtectePermissSplitSplitSplitPermissPermissProtectePermissPermissPermissControl Type
Phasing & Timing
12.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum PM
Version 5.00-00
Generated with
602.72241.18135.34234.541739.961405.0195th-Percentile Queue Length [ft]
24.119.655.419.3869.6056.2095th-Percentile Queue Length [veh]
427.06143.0975.19138.151140.76954.6450th-Percentile Queue Length [ft]
17.085.723.015.5345.6338.1950th-Percentile Queue Length [veh]
YesNoNoYesYesNoCritical Lane Group
FCBDFFLane Group LOS
68.4723.7610.3241.74239.37166.91d, Delay for Lane Group [s/veh]
1.020.570.320.851.451.28X, volume / capacity
Lane Group Results
1.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.00d3, Initial Queue Delay [s]
40.410.980.096.78211.31138.85d2, Incremental Delay [s]
1.001.001.001.001.001.00I, Upstream Filtering Factor
0.460.130.110.110.500.50k, delay calibration
28.0622.7810.2334.9628.0628.06d1, Uniform Delay [s]
5626302022297586662c, Capacity [veh/h]
161518113618181016831900s, saturation flow rate [veh/h]
0.350.200.180.140.500.45(v / s)_i Volume / Saturation Flow Rate
0.350.350.560.160.350.35g / C, Green / Cycle
303048143030g_i, Effective Green Time [s]
2.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
868686868686C, Cycle Length [s]
RCCLCCLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum PM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
23.76 68.4723.76 0.00 0.000.000.000.00 182.36d_M, Delay for Movement [s/veh] 10.32239.37 41.74
C FCFMovement LOS BF D
51.27 0.00d_A, Approach Delay [s/veh] 19.07203.14
D AApproach LOS F B
115.94d_I, Intersection Delay [s/veh]
FIntersection LOS
1.159Intersection V/C
----------------Ring 4
----------------Ring 3
-------------865Ring 2
---------------2Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum PM
Version 5.00-00
Generated with
0.937Volume to Capacity (v/c):
DLevel Of Service:
44.0Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 3: Alder Ave / Renaissance Pkwy
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Renaissance PkwyRenaissance PkwyAlder AvenueAlder AvenueName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
307117478117615320580624767128483Total Analysis Volume [veh/h]
77291220443851202621732121Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.95000.95000.95000.95000.95000.95000.95000.95000.95000.95000.95000.9500Peak Hour Factor
292111457716714519576623564122079Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
19754245142821032421243861070In-Process Volume [veh/h]
1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate
0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
915520251206188504107255879Base Volume Input [veh/h]
Renaissance PkwyRenaissance PkwyAlder AvenueAlder AvenueName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum PM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0100010001000100Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s]
01911019110492004011Split [s]
0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]
03030030300303003030Maximum Green [s]
077077077077Minimum Green [s]
--Lead--Lead--Lead--LeadLead / Lag
Auxiliary Signal Groups
047083061025Signal group
PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
16.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum PM
Version 5.00-00
Generated with
471.53110.7548.93108.84115.55164.47107.42575.46242.28561.56563.2288.2795th-Percentile Queue Length [ft]
18.864.431.964.354.626.584.3023.029.6922.4622.533.5395th-Percentile Queue Length [veh]
307.5861.5327.1860.4764.2091.3759.68409.52143.91397.97399.3549.0450th-Percentile Queue Length [ft]
12.302.461.092.422.573.652.3916.385.7615.9215.971.9650th-Percentile Queue Length [veh]
YesNoNoNoNoYesNoNoYesYesNoNoCritical Lane Group
FDDCCDBCDDDDLane Group LOS
118.7035.7844.8131.6431.2247.6614.3931.0344.7742.0241.2546.83d, Delay for Lane Group [s/veh]
1.090.350.470.330.310.810.270.890.860.930.920.66X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
81.442.973.462.281.948.130.189.507.7315.5814.865.89d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.500.500.110.500.500.110.110.350.110.360.350.11k, delay calibration
37.2632.8141.3529.3629.2939.5314.2021.5337.0426.4526.3940.95d1, Uniform Delay [s]
28033099380423188768904286723735125c, Capacity [veh/h]
161519001810170319001810161519001810186719001810s, saturation flow rate [veh/h]
0.190.060.030.070.070.080.130.420.140.360.360.05(v / s)_i Volume / Saturation Flow Rate
0.170.170.050.220.220.100.480.480.160.390.390.07g / C, Green / Cycle
161652020943431435356g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
909090909090909090909090C, Cycle Length [s]
CCLCCLRCLCCLLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum PM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
31.33 31.6447.66 44.81 118.7035.7814.3946.83 41.61d_M, Delay for Movement [s/veh] 31.0342.02 44.77
C CD FD DBDMovement LOS D CD D
37.48 90.73d_A, Approach Delay [s/veh] 31.0241.93
D FApproach LOS D C
44.01d_I, Intersection Delay [s/veh]
DIntersection LOS
0.937Intersection V/C
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum PM
Version 5.00-00
Generated with
0.584Volume to Capacity (v/c):
ALevel Of Service:
5.8Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 5: Miro Way/Alder Ave
Intersection Level Of Service Report
YesYesYesCrosswalk
0.000.000.00Grade [%]
35.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftThruLeftRightThruTurning Movement
Lane Configuration
WestboundSouthboundNorthboundApproach
Miro WayAlder AvenueAlder AveName
Intersection Setup
000Bicycle Volume [bicycles/h]
000Pedestrian Volume [ped/h]
000000Local Bus Stopping Rate [/h]
000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
2134066012736732Total Analysis Volume [veh/h]
5310165329183Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.97100.97100.97100.97100.97100.9710Peak Hour Factor
2073964112335711Total Hourly Volume [veh/h]
000000Right-Turn on Red Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
000000Site-Generated Trips [veh/h]
1803314110235238In-Process Volume [veh/h]
1.041.041.041.041.041.04Growth Rate
0.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
266481200455Base Volume Input [veh/h]
Miro WayAlder AvenueAlder AveName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum PM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.0Detector Location [ft]
NoNoNoPedestrian Recall
NoNoNoMaximum Recall
NoNoNoMinimum Recall
0.02.02.00.00.02.0l2, Clearance Lost Time [s]
0.02.02.00.00.02.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
010100010Pedestrian Clearance [s]
055005Walk [s]
0.03.03.00.00.03.0Vehicle Extension [s]
070200020Split [s]
0.01.01.00.00.01.0All red [s]
0.03.03.00.00.03.0Amber [s]
030300030Maximum Green [s]
077007Minimum Green [s]
-Lead----Lead / Lag
Auxiliary Signal Groups
046002Signal group
PermissivePermissivePermissivePermissivePermissivePermissiveControl Type
Phasing & Timing
12.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum PM
Version 5.00-00
Generated with
42.136.2815.6918.4920.4720.3095th-Percentile Queue Length [ft]
1.690.250.630.740.820.8195th-Percentile Queue Length [veh]
23.413.498.7210.2711.3711.2850th-Percentile Queue Length [ft]
0.940.140.350.410.450.4550th-Percentile Queue Length [veh]
YesNoNoNoYesNoCritical Lane Group
BAAAAALane Group LOS
11.979.124.368.744.654.61d, Delay for Lane Group [s/veh]
0.620.100.360.270.410.40X, volume / capacity
Lane Group Results
1.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.00d3, Initial Queue Delay [s]
1.840.120.120.310.280.27d2, Incremental Delay [s]
1.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.110.110.11k, delay calibration
10.149.004.248.434.364.35d1, Uniform Delay [s]
3433841829468945961c, Capacity [veh/h]
16151810361871118691900s, saturation flow rate [veh/h]
0.130.020.180.180.210.20(v / s)_i Volume / Saturation Flow Rate
0.210.210.510.510.510.51g / C, Green / Cycle
6614141414g_i, Effective Green Time [s]
2.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.002.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
282828282828C, Cycle Length [s]
RLCLCCLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum PM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
4.36 9.12 11.974.63d_M, Delay for Movement [s/veh] 8.744.65
AA BAMovement LOS AA
11.525.07d_A, Approach Delay [s/veh] 4.63
BAApproach LOS A
5.78d_I, Intersection Delay [s/veh]
AIntersection LOS
0.584Intersection V/C
----------------Ring 4
----------------Ring 3
--------------6-Ring 2
------------4-2-Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum PM
Version 5.00-00
Generated with
0.872Volume to Capacity (v/c):
CLevel Of Service:
34.2Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 6: Alder Ave / Baseline Rd
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00215.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000100000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Baseline RdBaseline RdAlder AveAlder AveName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
209462817453966864732064044975Total Analysis Volume [veh/h]
5211620181351722118521011219Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.96500.96500.96500.96500.96500.96500.96500.96500.96500.96500.96500.9650Peak Hour Factor
202446787152064834561993943372Total Hourly Volume [veh/h]
6200000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
906135051222316054131070In-Process Volume [veh/h]
1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate
0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
108370416845140582851392531369Base Volume Input [veh/h]
Baseline RdBaseline RdAlder AveAlder AveName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum PM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoMaximum Recall
NoYesNoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0100010001000100Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s]
03611036110241502819Split [s]
0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]
0307030300303003030Maximum Green [s]
077077077077Minimum Green [s]
--Lead--Lead--Lead--LeadLead / Lag
Auxiliary Signal Groups
047083025061Signal group
PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
16.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum PM
Version 5.00-00
Generated with
140.12329.2377.5745.45440.4062.5148.68311.86193.60401.5571.4295th-Percentile Queue Length [ft]
5.6013.173.101.8217.622.501.9512.477.7416.062.8695th-Percentile Queue Length [veh]
77.85210.3243.0925.25298.6934.7327.05196.82108.27267.4539.6850th-Percentile Queue Length [ft]
3.118.411.721.0111.951.391.087.874.3310.701.5950th-Percentile Queue Length [veh]
NoNoYesNoYesNoNoNoYesYesNoCritical Lane Group
CCDCDDBCDDDLane Group LOS
22.9129.8742.3620.8741.8941.4918.2625.5541.1241.2641.93d, Delay for Lane Group [s/veh]
0.410.770.630.150.920.550.150.700.820.910.60X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.534.134.900.1414.263.920.122.686.4212.704.44d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.210.110.110.290.110.110.220.110.250.11k, delay calibration
22.3825.7437.4620.7427.6237.5718.1422.8734.7028.5637.49d1, Uniform Delay [s]
509598129500588120576678252538126c, Capacity [veh/h]
16151900181016151900181016151900181018731810s, saturation flow rate [veh/h]
0.130.240.040.050.280.040.050.250.110.260.04(v / s)_i Volume / Saturation Flow Rate
0.310.310.070.310.310.070.360.360.140.290.07g / C, Green / Cycle
2626626265303012246g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
8383838383838383838383C, Cycle Length [s]
RCLRCLRCLCLLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum PM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
41.89 20.8741.49 42.36 22.9129.8718.2641.93 41.26d_M, Delay for Movement [s/veh] 25.5541.26 41.12
D CD CD CBDMovement LOS D CD D
39.56 29.28d_A, Approach Delay [s/veh] 28.9241.35
D CApproach LOS D C
34.18d_I, Intersection Delay [s/veh]
CIntersection LOS
0.872Intersection V/C
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum PM
Version 5.00-00
Generated with
0.614Volume to Capacity (v/c):
BLevel Of Service:
16.1Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 7: Baseline Rd / Locust Ave
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Baseline RdBaseline RdLocust AveLocust AveName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
6655041126701601082271106017078Total Analysis Volume [veh/h]
16138103217515275728154320Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.88000.88000.88000.88000.88000.88000.88000.88000.88000.88000.88000.8800Peak Hour Factor
58484361116175395200975315069Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
138300138294618270130In-Process Volume [veh/h]
1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate
0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
43386351074612347175675113266Base Volume Input [veh/h]
Baseline RdBaseline RdLocust AveLocust AveName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum PM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0100010001000100Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s]
03511037130281402814Split [s]
0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]
03030030300303003030Maximum Green [s]
077077077077Minimum Green [s]
--Lead--Lead--Lead--LeadLead / Lag
Auxiliary Signal Groups
047083025061Signal group
PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
16.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum PM
Version 5.00-00
Generated with
99.82102.7817.2334.65109.8924.0336.4484.4342.1320.2362.4830.4695th-Percentile Queue Length [ft]
3.994.110.691.394.400.961.463.381.690.812.501.2295th-Percentile Queue Length [veh]
55.4657.109.5719.2561.0513.3520.2446.9123.4011.2434.7116.9250th-Percentile Queue Length [ft]
2.222.280.380.772.440.530.811.880.940.451.390.6850th-Percentile Queue Length [veh]
NoNoYesNoYesNoNoYesNoNoNoYesCritical Lane Group
BBCBBBBBBBBBLane Group LOS
15.5615.4720.5612.3314.6319.7416.0218.4318.9615.9718.0919.28d, Delay for Lane Group [s/veh]
0.650.650.350.280.710.390.380.670.500.240.570.43X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
1.551.481.760.350.931.570.812.311.730.471.701.56d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.110.110.110.110.110.110.110.110.11k, delay calibration
14.0114.0018.7911.9813.7018.1615.2116.1217.2315.5016.3917.73d1, Uniform Delay [s]
465483117444994155288338221254299184c, Capacity [veh/h]
183019001810161536181810161519001810161519001810s, saturation flow rate [veh/h]
0.170.160.020.080.190.030.070.120.060.040.090.04(v / s)_i Volume / Saturation Flow Rate
0.250.250.060.270.270.090.180.180.120.160.160.10g / C, Green / Cycle
1111311114775774g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
424242424242424242424242C, Cycle Length [s]
CCLRCLRCLRCLLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum PM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
14.63 12.3319.74 20.56 15.5615.5116.0219.28 18.09d_M, Delay for Movement [s/veh] 18.4315.97 18.96
B BB BC BBBMovement LOS B BB B
14.65 15.83d_A, Approach Delay [s/veh] 17.9717.98
B BApproach LOS B B
16.08d_I, Intersection Delay [s/veh]
BIntersection LOS
0.614Intersection V/C
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum PM
Version 5.00-00
Generated with
0.560Volume to Capacity (v/c):
CLevel Of Service:
27.0Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 8: Linden Ave / Casmalia St
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Casmalia StCasmalia StLinden AveLinden AveName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
3318763030461448722913663Total Analysis Volume [veh/h]
8471876151121873161Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.89700.89700.89700.89700.89700.89700.89700.89700.89700.89700.89700.8970Peak Hour Factor
3016852727355402652612593Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
04800110001400180In-Process Volume [veh/h]
1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate
0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
2911552615753387492512393Base Volume Input [veh/h]
Casmalia StCasmalia StLinden AveLinden AveName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum PM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0100010001000100Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s]
02911029110391703311Split [s]
0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]
03030030300303003030Maximum Green [s]
077077077077Minimum Green [s]
--Lead--Lead--Lead--LeadLead / Lag
Auxiliary Signal Groups
047083061025Signal group
PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
16.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum PM
Version 5.00-00
Generated with
212.127.64300.7963.53205.8224.6430.734.8825.264.4295th-Percentile Queue Length [ft]
8.480.3112.032.548.230.991.230.201.010.1895th-Percentile Queue Length [veh]
121.674.24188.2835.30117.0913.6917.072.7114.032.4650th-Percentile Queue Length [ft]
4.870.177.531.414.680.550.680.110.560.1050th-Percentile Queue Length [veh]
NoYesYesNoYesNoNoNoNoYesCritical Lane Group
DDDDBADAADLane Group LOS
41.1150.5841.3145.0711.597.6145.318.628.9453.93d, Delay for Lane Group [s/veh]
0.770.270.880.540.460.060.390.010.060.24X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
4.466.446.504.021.590.113.210.030.119.39d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.110.500.500.110.500.500.11k, delay calibration
36.6544.1434.8141.0410.007.5142.108.608.8344.54d1, Uniform Delay [s]
28522381112969114075913107413c, Capacity [veh/h]
1851181018701810161519001810161519001810s, saturation flow rate [veh/h]
0.120.000.180.030.280.040.020.010.030.00(v / s)_i Volume / Saturation Flow Rate
0.150.010.200.060.600.600.040.570.570.01g / C, Green / Cycle
1411865454451511g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
90909090909090909090C, Cycle Length [s]
CLCLCCLRCLLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum PM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
41.31 41.3145.07 50.58 41.1141.1111.5953.93 8.94d_M, Delay for Movement [s/veh] 7.618.62 45.31
D DD DD DBAMovement LOS D AA D
41.89 41.36d_A, Approach Delay [s/veh] 12.8510.54
D DApproach LOS B B
27.01d_I, Intersection Delay [s/veh]
CIntersection LOS
0.560Intersection V/C
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum PM
Version 5.00-00
Generated with
0.389Volume to Capacity (v/c):
CLevel Of Service:
21.7Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 9: Linden Ave / Renaissance Pkwy
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Renaissance PkwyRenaissance PkwyLinden AveLinden AveName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
42211998933734240751304119Total Analysis Volume [veh/h]
11532522848601932130Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.92500.92500.92500.92500.92500.92500.92501.00000.92500.92500.92500.9250Peak Hour Factor
39195928231231220691204110Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
14979282121000101204110In-Process Volume [veh/h]
1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate
0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
2494001843021057000Base Volume Input [veh/h]
Renaissance PkwyRenaissance PkwyLinden AveLinden AveName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum PM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.00.00.02.00.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.00.00.02.00.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0100010001000100Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.00.00.03.00.0Vehicle Extension [s]
049310341602500250Split [s]
0.01.01.00.01.01.00.01.00.00.01.00.0All red [s]
0.03.03.00.03.03.00.03.00.00.03.00.0Amber [s]
030300303003000300Maximum Green [s]
077077070070Minimum Green [s]
--Lead--Lead------Lead / Lag
Auxiliary Signal Groups
047083060020Signal group
PermissPermissProtectePermissPermissProtectePermissPermissPermissPermissPermissPermissControl Type
Phasing & Timing
12.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum PM
Version 5.00-00
Generated with
45.8247.19108.7788.2992.4235.7418.010.0077.72218.3695th-Percentile Queue Length [ft]
1.831.894.353.533.701.430.720.003.118.7395th-Percentile Queue Length [veh]
25.4626.2160.4349.0551.3519.8510.000.0043.18126.2350th-Percentile Queue Length [ft]
1.021.052.421.962.050.790.400.001.735.0550th-Percentile Queue Length [veh]
NoNoYesYesNoNoNoNoNoYesCritical Lane Group
AADBBDCADCLane Group LOS
8.338.3049.5810.1710.1045.0327.140.0044.7133.35d, Delay for Lane Group [s/veh]
0.120.110.760.210.200.410.060.000.480.61X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.230.218.580.470.433.240.070.002.331.48d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.500.500.110.500.500.110.110.110.110.11k, delay calibration
8.118.0940.999.709.6741.7927.070.0042.3831.87d1, Uniform Delay [s]
10591122131996107283372438155413c, Capacity [veh/h]
1793190018101766190018101615190012751536s, saturation flow rate [veh/h]
0.070.070.050.120.120.020.010.000.060.16(v / s)_i Volume / Saturation Flow Rate
0.590.590.070.560.560.050.230.230.230.23g / C, Green / Cycle
535365151421212121g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.002.002.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
90909090909090909090C, Cycle Length [s]
CCLCCLRCLCLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum PM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
10.13 10.1745.03 49.58 8.338.3127.1433.35 33.35d_M, Delay for Movement [s/veh] 0.0033.35 44.71
B BD AD ACCMovement LOS C AC D
12.71 19.92d_A, Approach Delay [s/veh] 40.4533.35
B BApproach LOS C D
21.74d_I, Intersection Delay [s/veh]
CIntersection LOS
0.389Intersection V/C
----------------Ring 4
----------------Ring 3
-------------876Ring 2
-------------432Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum PM
Version 5.00-00
Generated with
0.450Volume to Capacity (v/c):
BLevel Of Service:
16.8Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 10: Baseline Rd / Linden Ave
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Baseline RdBaseline RdLinden AveLinden AveName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
9150510059686141918166901237Total Analysis Volume [veh/h]
231262515172355412239Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.93400.93400.93400.93400.93400.93400.93400.93400.93400.93400.93400.9340Peak Hour Factor
854729355641131817155841135Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
7986130158121731451010In-Process Volume [veh/h]
1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate
0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
63717753464111310711034Base Volume Input [veh/h]
Baseline RdBaseline RdLinden AveLinden AveName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum PM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.00.00.02.00.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.00.00.02.00.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0100010001000100Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.00.00.03.00.0Vehicle Extension [s]
060170541101900190Split [s]
0.01.01.00.01.01.00.01.00.00.01.00.0All red [s]
0.03.03.00.03.03.00.03.00.00.03.00.0Amber [s]
030300303003000300Maximum Green [s]
077077070070Minimum Green [s]
--Lead--Lead------Lead / Lag
Auxiliary Signal Groups
047083060020Signal group
PermissPermissProtectePermissPermissProtectePermissPermissPermissPermissPermissPermissControl Type
Phasing & Timing
12.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum PM
Version 5.00-00
Generated with
23.68168.82110.47138.25141.6315.8230.85180.5678.4343.1195th-Percentile Queue Length [ft]
0.956.754.425.535.670.631.237.223.141.7295th-Percentile Queue Length [veh]
13.1593.7961.3776.8178.688.7917.14100.3143.5723.9550th-Percentile Queue Length [ft]
0.533.752.453.073.150.350.694.011.740.9650th-Percentile Queue Length [veh]
NoYesNoNoNoYesNoYesNoNoCritical Lane Group
AADAADCDCCLane Group LOS
5.177.3650.068.528.5047.4532.1048.2433.7834.13d, Delay for Lane Group [s/veh]
0.080.390.770.320.320.320.130.790.330.18X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.150.919.030.720.704.220.196.460.720.30d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.500.500.110.500.500.110.110.110.110.11k, delay calibration
5.026.4641.047.807.8043.2331.9041.7833.0733.83d1, Uniform Delay [s]
109112841301159119243291210270276c, Capacity [veh/h]
1615190018101848190018101742142416151231s, saturation flow rate [veh/h]
0.060.270.060.200.200.010.020.120.060.04(v / s)_i Volume / Saturation Flow Rate
0.680.680.070.630.630.020.170.170.170.17g / C, Green / Cycle
616165757215151515g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.002.000.002.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
90909090909090909090C, Cycle Length [s]
RCLCCLCLRCLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum PM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
8.51 8.5247.45 50.06 5.177.3632.1034.13 34.13d_M, Delay for Movement [s/veh] 32.1033.78 48.24
A AD AD ACCMovement LOS C CC D
9.23 13.21d_A, Approach Delay [s/veh] 45.3033.91
A BApproach LOS C D
16.75d_I, Intersection Delay [s/veh]
BIntersection LOS
0.450Intersection V/C
----------------Ring 4
----------------Ring 3
-------------876Ring 2
-------------432Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum PM
Version 5.00-00
Generated with
0.445Volume to Capacity (v/c):
CLevel Of Service:
26.2Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 11: Ayala Dr / Casmalia St
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Casmalia StCasmalia StAyala DrAyala DrName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
83472263563710218594426186Total Analysis Volume [veh/h]
29186614925412310647Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.92800.92800.92800.92800.92800.92800.92800.92800.92800.92800.92800.9280Peak Hour Factor
7326724452349202587395173Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
09010091110001338In-Process Volume [veh/h]
1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate
0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
7226413841328185584367130Base Volume Input [veh/h]
Casmalia StCasmalia StAyala DrAyala DrName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum PM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0100010001000100Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s]
01915028240191103628Split [s]
0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]
03030030300303003030Maximum Green [s]
077077077077Minimum Green [s]
--Lead--Lead--Lead--LeadLead / Lag
Auxiliary Signal Groups
047083061025Signal group
PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
16.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum PM
Version 5.00-00
Generated with
6.1826.5675.56250.8845.5738.7462.5162.836.59112.56118.81193.6895th-Percentile Queue Length [ft]
0.251.063.0210.041.821.552.502.510.264.504.757.7595th-Percentile Queue Length [veh]
3.4314.7641.98150.3425.3121.5234.7334.903.6662.5366.00108.3350th-Percentile Queue Length [ft]
0.140.591.686.011.010.861.391.400.152.502.644.3350th-Percentile Queue Length [veh]
NoNoYesYesNoNoYesNoNoNoNoYesCritical Lane Group
CCDDCDBBDBBDLane Group LOS
28.5629.0045.7342.6530.7844.9115.3115.2951.4210.9110.8645.35d, Delay for Lane Group [s/veh]
0.020.090.600.860.160.420.140.140.260.250.250.82X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.030.094.787.200.203.220.350.347.150.620.576.96d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.110.110.110.500.500.110.500.500.11k, delay calibration
28.5328.9140.9535.4530.5841.6914.9614.9544.2710.3010.2938.39d1, Uniform Delay [s]
33439212030535987826839199931059228c, Capacity [veh/h]
161519001810161519001810187119001810178319001810s, saturation flow rate [veh/h]
0.000.020.040.160.030.020.060.060.000.140.140.10(v / s)_i Volume / Saturation Flow Rate
0.210.210.070.190.190.050.440.440.010.560.560.13g / C, Green / Cycle
191961717440401505011g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
909090909090909090909090C, Cycle Length [s]
RCLRCLCCLCCLLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum PM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
30.78 42.6544.91 45.73 28.5629.0015.3145.35 10.88d_M, Delay for Movement [s/veh] 15.3010.91 51.42
C DD CD CBBMovement LOS D BB D
41.01 39.54d_A, Approach Delay [s/veh] 16.0819.97
D DApproach LOS B B
26.22d_I, Intersection Delay [s/veh]
CIntersection LOS
0.445Intersection V/C
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum PM
Version 5.00-00
Generated with
0.717Volume to Capacity (v/c):
BLevel Of Service:
14.7Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 12: Ayala Dr / SR-210 WB Ramps
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
SR-210 WB RampsSR-210 WB RampsAyala DrAyala DrName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
358648400021059700522441Total Analysis Volume [veh/h]
8921210005314900130110Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.92800.92800.92801.00001.00001.00000.92800.92801.00001.00000.92800.9280Peak Hour Factor
332644900019555400484409Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
1380105000572450011910In-Process Volume [veh/h]
1.041.041.041.001.001.001.041.041.001.001.041.04Growth Rate
0.000.000.002.002.002.000.000.002.002.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
187633100013329700351384Base Volume Input [veh/h]
SR-210 WB RampsSR-210 WB RampsAyala DrAyala DrName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum PM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoPedestrian Recall
NoNoNoNoMaximum Recall
NoNoNoNoMinimum Recall
0.02.00.00.00.00.00.02.00.00.02.02.0l2, Clearance Lost Time [s]
0.02.00.00.00.00.00.02.00.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
010000001000100Pedestrian Clearance [s]
050000050050Walk [s]
0.03.00.00.00.00.00.03.00.00.03.03.0Vehicle Extension [s]
0290000032006129Split [s]
0.01.00.00.00.00.00.01.00.00.01.01.0All red [s]
0.03.00.00.00.00.00.03.00.00.03.03.0Amber [s]
0300000030003030Maximum Green [s]
070000070077Minimum Green [s]
-----------LeadLead / Lag
Auxiliary Signal Groups
040000020061Signal group
SplitSplitSplitPermissProtectePermissPermissPermissPermissPermissPermissProtecteControl Type
Phasing & Timing
12.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum PM
Version 5.00-00
Generated with
105.09106.74107.48150.94143.1031.2885.4095th-Percentile Queue Length [ft]
4.204.274.306.045.721.253.4295th-Percentile Queue Length [veh]
58.3859.3059.7183.8679.5017.3847.4550th-Percentile Queue Length [ft]
2.342.372.393.353.180.701.9050th-Percentile Queue Length [veh]
YesNoNoYesNoNoYesCritical Lane Group
BBBBBABLane Group LOS
17.6117.1016.9116.9615.764.8218.26d, Delay for Lane Group [s/veh]
0.690.660.650.770.710.250.67X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
2.101.721.582.471.630.061.16d2, Incremental Delay [s]
1.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.110.110.110.11k, delay calibration
15.5115.3815.3314.4914.134.7617.10d1, Uniform Delay [s]
3994324475225702087663c, Capacity [veh/h]
1615174918101740190036183514s, saturation flow rate [veh/h]
0.170.160.160.230.210.140.13(v / s)_i Volume / Saturation Flow Rate
0.250.250.250.300.300.580.19g / C, Green / Cycle
1111111414269g_i, Effective Green Time [s]
2.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
45454545454545C, Cycle Length [s]
RCLCCCLLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum PM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
0.00 0.000.00 16.99 17.5017.1016.9618.26 4.82d_M, Delay for Movement [s/veh] 16.150.00 0.00
BB BBAMovement LOS B B
0.00 17.20d_A, Approach Delay [s/veh] 16.3610.97
A BApproach LOS B B
14.65d_I, Intersection Delay [s/veh]
BIntersection LOS
0.717Intersection V/C
----------------Ring 4
----------------Ring 3
---------------6Ring 2
-------------421Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum PM
Version 5.00-00
Generated with
0.819Volume to Capacity (v/c):
BLevel Of Service:
19.4Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 13: Ayala Dr / SR-210 EB Ramps
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
SR-210 EB RampsSR-210 EB RampsAyala DrAyala DrName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
000544833006054075926300Total Analysis Volume [veh/h]
00013628301511021481570Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00000.96900.96900.96901.00000.96900.96900.96900.96901.0000Peak Hour Factor
000527832005863945746100Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
00080830138212188460In-Process Volume [veh/h]
1.001.001.001.041.041.041.001.041.041.041.041.00Growth Rate
2.002.002.000.000.000.002.000.000.000.000.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
000499822804311753715420Base Volume Input [veh/h]
SR-210 EB RampsSR-210 EB RampsAyala DrAyala DrName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum PM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoPedestrian Recall
NoNoNoNoMaximum Recall
NoNoNoNoMinimum Recall
0.00.00.00.02.00.00.02.02.00.02.00.0l2, Clearance Lost Time [s]
0.00.00.00.02.00.00.02.02.00.02.00.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
000010001000100Pedestrian Clearance [s]
000050050050Walk [s]
0.00.00.00.03.00.00.03.03.00.03.00.0Vehicle Extension [s]
0000320058130450Split [s]
0.00.00.00.01.00.00.01.01.00.01.00.0All red [s]
0.00.00.00.03.00.00.03.03.00.03.00.0Amber [s]
0000300030300300Maximum Green [s]
000070077070Minimum Green [s]
--------Lead---Lead / Lag
Auxiliary Signal Groups
000080025060Signal group
PermissProtectePermissSplitSplitSplitPermissPermissProtectePermissPermissPermissControl Type
Phasing & Timing
12.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum PM
Version 5.00-00
Generated with
175.38175.43176.2553.20124.53332.73123.5695th-Percentile Queue Length [ft]
7.027.027.052.134.9813.314.9495th-Percentile Queue Length [veh]
97.4397.4697.9229.5669.18213.0468.6450th-Percentile Queue Length [ft]
3.903.903.921.182.778.522.7550th-Percentile Queue Length [veh]
YesNoNoNoYesYesNoCritical Lane Group
CCCACCBLane Group LOS
25.3125.1124.015.0426.6427.3713.32d, Delay for Lane Group [s/veh]
0.760.750.710.260.720.890.42X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
3.112.962.140.061.7510.260.19d2, Incremental Delay [s]
1.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.110.110.280.11k, delay calibration
22.2022.1521.874.9824.8917.1113.13d1, Uniform Delay [s]
38238742823005656641487c, Capacity [veh/h]
1615163918103618351416153618s, saturation flow rate [veh/h]
0.180.180.170.170.120.370.17(v / s)_i Volume / Saturation Flow Rate
0.240.240.240.640.160.410.41g / C, Green / Cycle
15151540102626g_i, Effective Green Time [s]
2.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
62626262626262C, Cycle Length [s]
RCLCLRCLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum PM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
25.11 25.2224.12 0.00 0.000.000.000.00 13.32d_M, Delay for Movement [s/veh] 5.0427.37 26.64
C CCBMovement LOS AC C
24.80 0.00d_A, Approach Delay [s/veh] 13.7320.13
C AApproach LOS C B
19.37d_I, Intersection Delay [s/veh]
BIntersection LOS
0.819Intersection V/C
----------------Ring 4
----------------Ring 3
-------------865Ring 2
---------------2Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum PM
Version 5.00-00
Generated with
0.799Volume to Capacity (v/c):
CLevel Of Service:
23.2Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 14: Ayala Dr / Renaissance Pkwy
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Renaissance PkwyRenaissance PkwyAyala DrAyala DrName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
208128231612222191557792414179184Total Analysis Volume [veh/h]
5232640555539195601019821Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.94600.94600.94600.94600.94600.94600.94600.94600.94600.94600.94600.9460Peak Hour Factor
197121221522102071477372283974879Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
0731071124131895701410052In-Process Volume [veh/h]
1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate
0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
1894612788373566542192462326Base Volume Input [veh/h]
Renaissance PkwyRenaissance PkwyAyala DrAyala DrName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum PM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0100010001000100Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s]
02311023110332503123Split [s]
0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]
03030030300303003030Maximum Green [s]
077077077077Minimum Green [s]
--Lead--Lead--Lead--LeadLead / Lag
Auxiliary Signal Groups
047083025061Signal group
PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
16.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum PM
Version 5.00-00
Generated with
143.3576.6317.4291.84103.51153.6268.13194.32167.5619.54227.6058.7795th-Percentile Queue Length [ft]
5.733.070.703.674.146.142.737.776.700.789.102.3595th-Percentile Queue Length [veh]
79.6442.579.6851.0257.5185.3437.85108.7993.0910.85133.0232.6550th-Percentile Queue Length [ft]
3.191.700.392.042.303.411.514.353.720.435.321.3150th-Percentile Queue Length [veh]
YesNoNoNoNoYesNoNoYesNoYesNoCritical Lane Group
CCCBBCBBCBCCLane Group LOS
30.5524.9933.5219.2919.1631.6215.4517.9931.0617.9323.9731.58d, Delay for Lane Group [s/veh]
0.770.400.340.390.380.790.270.620.800.090.820.55X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
4.680.833.030.530.445.100.260.495.000.091.733.06d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.110.110.110.110.110.110.110.110.11k, delay calibration
25.8724.1630.4918.7618.7126.5115.1917.5026.0517.8322.2428.53d1, Uniform Delay [s]
269317674635372765651265300433970153c, Capacity [veh/h]
161519001810164019001810161536181810161536181810s, saturation flow rate [veh/h]
0.130.070.010.110.110.120.100.220.130.030.220.05(v / s)_i Volume / Saturation Flow Rate
0.170.170.040.280.280.150.350.350.170.270.270.08g / C, Green / Cycle
1111218181023231117175g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
656565656565656565656565C, Cycle Length [s]
CCLCCLRCLRCLLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum PM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
19.17 19.2931.62 33.52 30.5524.9915.4531.58 23.97d_M, Delay for Movement [s/veh] 17.9917.93 31.06
B BC CC CBCMovement LOS C BB C
23.73 28.76d_A, Approach Delay [s/veh] 20.3324.40
C CApproach LOS C C
23.22d_I, Intersection Delay [s/veh]
CIntersection LOS
0.799Intersection V/C
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum PM
Version 5.00-00
Generated with
0.829Volume to Capacity (v/c):
CLevel Of Service:
29.6Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 15: Ayala Dr / Baseline Rd
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Baseline RdBaseline RdAyala DrAyala DrName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
66441111251613318183633104131517163Total Analysis Volume [veh/h]
1711028631538046158263312941Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.98000.98000.98000.98000.98000.98000.98000.98000.98000.98000.98000.9800Peak Hour Factor
65432109246601312179620102128507160Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
20840182191216107862805377In-Process Volume [veh/h]
1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate
0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
433351056239492695137112343780Base Volume Input [veh/h]
Baseline RdBaseline RdAyala DrAyala DrName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum PM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0100010001000100Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s]
02114024170301104122Split [s]
0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]
03030030300303003030Maximum Green [s]
077077077077Minimum Green [s]
--Lead--Lead--Lead--LeadLead / Lag
Auxiliary Signal Groups
047083025061Signal group
PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
16.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum PM
Version 5.00-00
Generated with
187.41192.7590.31263.73282.67230.20253.05268.4383.7369.67342.11131.5095th-Percentile Queue Length [ft]
7.507.713.6110.5511.319.2110.1210.743.352.7913.685.2695th-Percentile Queue Length [veh]
104.12107.6750.17160.01174.38134.94151.96163.5646.5238.71220.3873.0550th-Percentile Queue Length [ft]
4.164.312.016.406.985.406.086.541.861.558.822.9250th-Percentile Queue Length [veh]
YesNoNoNoNoYesNoNoYesNoYesNoCritical Lane Group
CCDCCCCCDBCDLane Group LOS
32.2731.9637.1527.2126.6932.4927.2627.0236.5018.9231.5236.61d, Delay for Lane Group [s/veh]
0.780.780.700.810.810.850.810.810.670.260.890.77X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
4.183.905.533.933.445.323.242.994.890.287.996.01d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.130.130.110.110.110.110.110.190.11k, delay calibration
28.0928.0731.6323.2823.2527.1724.0224.0231.6118.6423.5330.60d1, Uniform Delay [s]
318333158506561375485525155496583210c, Capacity [veh/h]
181519001810171519001810175519001810161519001810s, saturation flow rate [veh/h]
0.140.140.060.240.240.180.220.220.060.080.270.09(v / s)_i Volume / Saturation Flow Rate
0.180.180.090.290.290.210.280.280.090.310.310.12g / C, Green / Cycle
121262121152020622228g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
717171717171717171717171C, Cycle Length [s]
CCLCCLCCLRCLLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum PM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
26.83 27.2132.49 37.15 32.2732.0927.2636.61 31.52d_M, Delay for Movement [s/veh] 27.1018.92 36.50
C CC CD CCCMovement LOS D CB D
28.43 33.02d_A, Approach Delay [s/veh] 28.1930.51
C CApproach LOS C C
29.65d_I, Intersection Delay [s/veh]
CIntersection LOS
0.829Intersection V/C
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum PM
Version 5.00-00
Generated with
0.558Volume to Capacity (v/c):
CLevel Of Service:
23.2Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 16: Locust Ave / Miro Way
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Miro WayMiro WayLocust AveName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
125130109736736775928410Total Analysis Volume [veh/h]
313332181292192713Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.85900.85900.85900.85900.85900.85900.85900.85900.85900.85900.85900.8590Peak Hour Factor
1071129863563156482449Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
7810280551252274280In-Process Volume [veh/h]
1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate
0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
2810188442533642089Base Volume Input [veh/h]
Miro WayMiro WayLocust AveName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum PM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoPedestrian Recall
NoNoNoNoMaximum Recall
NoNoNoNoMinimum Recall
0.02.00.00.02.00.00.02.00.00.02.00.0l2, Clearance Lost Time [s]
0.02.00.00.02.00.00.02.00.00.02.00.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0100010001000100Pedestrian Clearance [s]
050050050050Walk [s]
0.03.00.00.03.00.00.03.00.00.03.00.0Vehicle Extension [s]
0270027006300630Split [s]
0.01.00.00.01.00.00.01.00.00.01.00.0All red [s]
0.03.00.00.03.00.00.03.00.00.03.00.0Amber [s]
0300030003000300Maximum Green [s]
070070070070Minimum Green [s]
------------Lead / Lag
Auxiliary Signal Groups
040080060020Signal group
PermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissControl Type
Phasing & Timing
12.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
YesLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum PM
Version 5.00-00
Generated with
117.8334.00361.43217.9995th-Percentile Queue Length [ft]
4.711.3614.468.7295th-Percentile Queue Length [veh]
65.4618.89235.57125.9650th-Percentile Queue Length [ft]
2.620.769.425.0450th-Percentile Queue Length [veh]
YesNoYesNoCritical Lane Group
BACCLane Group LOS
10.688.9032.4324.46d, Delay for Lane Group [s/veh]
0.280.090.850.50X, volume / capacity
Lane Group Results
1.001.001.001.00PF, progression factor
1.001.001.001.00Rp, platoon ratio
0.000.000.000.00d3, Initial Queue Delay [s]
0.750.183.800.65d2, Incremental Delay [s]
1.001.001.001.00I, Upstream Filtering Factor
0.500.500.110.11k, delay calibration
9.938.7228.6323.82d1, Uniform Delay [s]
938979531603c, Capacity [veh/h]
1570164014251653s, saturation flow rate [veh/h]
0.170.050.320.18(v / s)_i Volume / Saturation Flow Rate
0.570.570.340.34g / C, Green / Cycle
51513131g_i, Effective Green Time [s]
2.002.002.002.00l2, Clearance Lost Time [s]
2.002.002.002.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.00L, Total Lost Time per Cycle [s]
90909090C, Cycle Length [s]
CCCCLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum PM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
8.90 8.908.90 10.68 10.6810.6832.4324.46 24.46d_M, Delay for Movement [s/veh] 32.4324.46 32.43
A AA BB BCCMovement LOS C CC C
8.90 10.68d_A, Approach Delay [s/veh] 32.4324.46
A BApproach LOS C C
23.16d_I, Intersection Delay [s/veh]
CIntersection LOS
0.558Intersection V/C
----------------Ring 4
----------------Ring 3
--------------86Ring 2
--------------42Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum PM
Version 5.00-00
Generated with
0.290Volume to Capacity (v/c):
BLevel Of Service:
19.0Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 17: Linden Ave / Miro Way
Intersection Level Of Service Report
YesYesYesCrosswalk
0.000.000.00Grade [%]
35.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftRightThruThruLeftTurning Movement
Lane Configuration
EastboundSouthboundNorthboundApproach
Miro WayLinden AveName
Intersection Setup
000Bicycle Volume [bicycles/h]
000Pedestrian Volume [ped/h]
000000Local Bus Stopping Rate [/h]
000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
15539491209071Total Analysis Volume [veh/h]
391012302218Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.69100.69100.69100.69100.69100.6910Peak Hour Factor
1072734836249Total Hourly Volume [veh/h]
000000Right-Turn on Red Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
000000Site-Generated Trips [veh/h]
792533836229In-Process Volume [veh/h]
1.041.041.041.041.041.04Growth Rate
0.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
27210019Base Volume Input [veh/h]
Miro WayLinden AveName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum PM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.0Detector Location [ft]
NoNoNoPedestrian Recall
NoNoNoMaximum Recall
NoNoNoMinimum Recall
0.02.00.02.02.00.0l2, Clearance Lost Time [s]
0.02.00.02.02.00.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
010010100Pedestrian Clearance [s]
050550Walk [s]
0.03.00.03.03.00.0Vehicle Extension [s]
063027270Split [s]
0.01.00.01.01.00.0All red [s]
0.03.00.03.03.00.0Amber [s]
030030300Maximum Green [s]
070770Minimum Green [s]
-Lead----Lead / Lag
Auxiliary Signal Groups
030620Signal group
PermissivePermissivePermissivePermissivePermissivePermissiveControl Type
Phasing & Timing
12.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
YesLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum PM
Version 5.00-00
Generated with
202.1728.5327.5195th-Percentile Queue Length [ft]
8.091.141.1095th-Percentile Queue Length [veh]
114.4415.8515.2850th-Percentile Queue Length [ft]
4.580.630.6150th-Percentile Queue Length [veh]
YesNoYesCritical Lane Group
DAALane Group LOS
45.813.173.26d, Delay for Lane Group [s/veh]
0.850.140.15X, volume / capacity
Lane Group Results
1.001.001.00PF, progression factor
1.001.001.00Rp, platoon ratio
0.000.000.00d3, Initial Queue Delay [s]
8.760.230.30d2, Incremental Delay [s]
1.001.001.00I, Upstream Filtering Factor
0.110.500.50k, delay calibration
37.052.942.96d1, Uniform Delay [s]
22712331070c, Capacity [veh/h]
148616271336s, saturation flow rate [veh/h]
0.130.100.12(v / s)_i Volume / Saturation Flow Rate
0.150.760.76g / C, Green / Cycle
146868g_i, Effective Green Time [s]
2.002.002.00l2, Clearance Lost Time [s]
0.000.002.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.00L, Total Lost Time per Cycle [s]
909090C, Cycle Length [s]
CCCLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum PM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
3.17 45.81 45.813.26d_M, Delay for Movement [s/veh] 3.173.26
DA DAMovement LOS AA
45.813.17d_A, Approach Delay [s/veh] 3.26
DAApproach LOS A
18.98d_I, Intersection Delay [s/veh]
BIntersection LOS
0.290Intersection V/C
----------------Ring 4
----------------Ring 3
---------------6Ring 2
--------------32Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum PM
Version 5.00-00
Generated with
0.515Volume to Capacity (v/c):
BLevel Of Service:
13.8Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 18: Locust Ave / Renaissance Pkwy
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Renaissance PkwyRenaissance PkwyLocust AveLocust AveName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
711931231742637971196114123278213Total Analysis Volume [veh/h]
184831436620184928316953Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.91400.91400.91400.91400.91400.91400.91400.91400.91400.91400.91400.9140Peak Hour Factor
651761121592407265179104112254195Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
41119484711193533175130120In-Process Volume [veh/h]
1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate
0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
2355621081246160121703611972Base Volume Input [veh/h]
Renaissance PkwyRenaissance PkwyLocust AveLocust AveName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum PM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoPedestrian Recall
NoNoNoNoNoMaximum Recall
NoNoNoNoNoMinimum Recall
0.02.00.00.02.02.00.02.00.00.02.00.0l2, Clearance Lost Time [s]
0.02.00.00.02.02.00.02.00.00.02.00.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0100010001000100Pedestrian Clearance [s]
050050050050Walk [s]
0.03.00.00.03.03.00.03.00.00.03.00.0Vehicle Extension [s]
02000422204800480Split [s]
0.01.00.00.01.01.00.01.00.00.01.00.0All red [s]
0.03.00.00.03.03.00.03.00.00.03.00.0Amber [s]
03000303003000300Maximum Green [s]
070077070070Minimum Green [s]
-----Lead------Lead / Lag
Auxiliary Signal Groups
040083020060Signal group
PermissPermissPermissPermissPermissProtectePermissPermissPermissPermissPermissPermissControl Type
Phasing & Timing
12.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum PM
Version 5.00-00
Generated with
43.9646.4256.8748.3153.4240.1919.7658.1053.27139.8587.6495th-Percentile Queue Length [ft]
1.761.862.271.932.141.610.792.322.135.593.5195th-Percentile Queue Length [veh]
24.4225.7931.5926.8429.6822.3310.9832.2829.5977.7048.6950th-Percentile Queue Length [ft]
0.981.031.261.071.190.890.441.291.183.111.9550th-Percentile Queue Length [veh]
NoNoYesNoNoYesNoNoNoYesNoCritical Lane Group
BBCAACBBCBBLane Group LOS
13.8213.7620.448.378.3123.8410.5211.3320.8913.6817.15d, Delay for Lane Group [s/veh]
0.250.240.390.270.260.470.120.280.370.600.46X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.250.220.790.180.151.990.090.210.760.850.70d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.110.110.110.110.110.110.110.11k, delay calibration
13.5713.5419.648.198.1521.8410.4411.1320.1212.8316.45d1, Uniform Delay [s]
514564314776891169603710304673467c, Capacity [veh/h]
173119009671654190018101615190099918021206s, saturation flow rate [veh/h]
0.070.070.130.120.120.040.040.100.110.220.18(v / s)_i Volume / Saturation Flow Rate
0.300.300.300.470.470.090.370.370.370.370.37g / C, Green / Cycle
151515242451919191919g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.002.000.000.000.000.000.002.000.002.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
5151515151515151515151C, Cycle Length [s]
CCLCCLRCLCLLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum PM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
8.31 8.3723.84 20.44 13.8213.7810.5217.15 13.68d_M, Delay for Movement [s/veh] 11.3313.68 20.89
A AC BC BBBMovement LOS B BB C
10.71 15.90d_A, Approach Delay [s/veh] 14.0414.88
B BApproach LOS B B
13.79d_I, Intersection Delay [s/veh]
BIntersection LOS
0.515Intersection V/C
----------------Ring 4
----------------Ring 3
------------8-6-Ring 2
------------432-Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum PM
Version 5.00-00
Generated with
0.591Volume to Capacity (v/c):
BLevel Of Service:
17.5Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 19: Locust Ave / Casmalia Ave
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Casmalia StLocust AveLocust AveName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
5911447541862422722435912027349Total Analysis Volume [veh/h]
152812134761686115306812Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.93300.93300.93300.93300.93300.93300.93300.93300.93300.93300.93300.9330Peak Hour Factor
5510644501742262542275511225546Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
00395000430101736In-Process Volume [veh/h]
1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate
0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
53102543167217244177531117538Base Volume Input [veh/h]
Casmalia StLocust AveLocust AveName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum PM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0100010001000100Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s]
02023025280311402811Split [s]
0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]
03030030300303003030Maximum Green [s]
077077077077Minimum Green [s]
--Lead--Lead--Lead--LeadLead / Lag
Auxiliary Signal Groups
061025083047Signal group
PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
12.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum PM
Version 5.00-00
Generated with
71.2620.0978.0398.23101.2681.6824.5763.7867.9220.8495th-Percentile Queue Length [ft]
2.850.803.123.934.053.270.982.552.720.8395th-Percentile Queue Length [veh]
39.5911.1643.3554.5756.2645.3813.6535.4437.7311.5850th-Percentile Queue Length [ft]
1.580.451.732.182.251.820.551.421.510.4650th-Percentile Queue Length [veh]
YesNoNoYesYesNoNoNoNoYesCritical Lane Group
CCBCBBCBBCLane Group LOS
20.6620.8514.9120.2617.8515.6020.3715.6515.4420.75d, Delay for Lane Group [s/veh]
0.670.360.520.750.720.550.390.490.480.37X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
3.071.700.933.432.581.051.610.990.841.68d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.110.110.110.110.110.110.11k, delay calibration
17.5819.1513.9816.8315.2614.5518.7614.6614.6019.08d1, Uniform Delay [s]
257130458324378445152382425134c, Capacity [veh/h]
1792181018271810161519001810170919001810s, saturation flow rate [veh/h]
0.100.030.130.130.170.130.030.110.110.03(v / s)_i Volume / Saturation Flow Rate
0.140.070.250.180.230.230.080.220.220.07g / C, Green / Cycle
631181010410103g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
43434343434343434343C, Cycle Length [s]
CLCLRCLCCLLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum PM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
14.91 14.9120.26 20.85 20.6620.6617.8520.75 15.49d_M, Delay for Movement [s/veh] 15.6015.65 20.37
B BC CC CBBMovement LOS C BB C
17.60 20.70d_A, Approach Delay [s/veh] 17.1616.12
B CApproach LOS B B
17.47d_I, Intersection Delay [s/veh]
BIntersection LOS
0.591Intersection V/C
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 17: 17 OY Plus Cum PM
Version 5.00-00
Generated with
Intersection Analysis Summary
4/18/2017Report File: K:\...\5 OY CUM WP_WC_AM.pdf
Scenario 18 OY + Cum + Proj AMVistro File: K:\...\PA 108 B6_WC_AM.vistro
Revised Building 6
V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. forall other control types, they are taken for the whole intersection.
F62.20.000EB LeftHCM 2010Two-way stopLinden Ave / South Driveway24
F1,258.83.353EB LeftHCM 2010Two-way stopLinden Ave / Middle Driveway23
F2,394.66.080EB LeftHCM 2010Two-way stopLinden Ave / North Driveway22
C22.90.000WB LeftHCM 2010Two-way stopLocust Ave / South Driveway21
C21.40.000WB LeftHCM 2010Two-way stopLocust Ave / North Driveway20
D48.60.857WB RightHCM 2010SignalizedLocust Ave / Casmalia Ave19
C23.30.750WB LeftHCM 2010SignalizedLocust Ave / Renaissance
Pkwy18
F827.45.956NB ThruHCM 2010SignalizedLinden Ave / Miro Way17
C28.70.952SB ThruHCM 2010SignalizedLocust Ave / Miro Way16
D54.10.913NB LeftHCM 2010SignalizedAyala Dr / Baseline Rd15
F96.01.201SB RightHCM 2010SignalizedAyala Dr / Renaissance Pkwy14
C26.60.928NB RightHCM 2010SignalizedAyala Dr / SR-210 EB Ramps13
D50.90.972SB RightHCM 2010SignalizedAyala Dr / SR-210 WB
Ramps12
C32.10.755EB LeftHCM 2010SignalizedAyala Dr / Casmalia St11
D39.80.810SB LeftHCM 2010SignalizedBaseline Rd / Linden Ave10
F660.02.892SB LeftHCM 2010SignalizedLinden Ave / Renaissance
Pkwy9
E66.10.658NB LeftHCM 2010SignalizedLinden Ave / Casmalia St8
B18.60.698WB LeftHCM 2010SignalizedBaseline Rd / Locust Ave7
F102.21.101NB ThruHCM 2010SignalizedAlder Ave / Baseline Rd6
B12.61.021SB LeftHCM 2010SignalizedMiro Way/Alder Ave5
F224.01.387SB LeftHCM 2010SignalizedAlder Ave / Renaissance
Pkwy3
F189.51.493EB RightHCM 2010SignalizedAlder Ave / SR-210 EB
Ramps2
F111.31.251NB LeftHCM 2010SignalizedAlder Ave / SR-210 WB
Ramps1
LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
1.251Volume to Capacity (v/c):
FLevel Of Service:
111.3Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 1: Alder Ave / SR-210 WB Ramps
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
SR-210 WB RampsSR-210 WB RampsAlder AveName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
232063300052125500863780Total Analysis Volume [veh/h]
5801580001306400216195Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.95000.95000.95001.00001.00001.00000.95000.95001.00001.00000.95000.9500Peak Hour Factor
220060100049524200820741Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
00000000000288Site-Generated Trips [veh/h]
12402920009310400409147In-Process Volume [veh/h]
1.041.041.041.001.001.001.041.041.001.001.041.04Growth Rate
0.000.000.002.002.002.000.000.002.002.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
92029700038713300395294Base Volume Input [veh/h]
SR-210 WB RampsSR-210 WB RampsAlder AveName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoPedestrian Recall
NoNoNoNoMaximum Recall
NoNoNoNoMinimum Recall
0.02.00.00.00.00.00.02.00.00.02.02.0l2, Clearance Lost Time [s]
0.02.00.00.00.00.00.02.00.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
010000001000100Pedestrian Clearance [s]
050000050050Walk [s]
0.03.00.00.00.00.00.03.00.00.03.03.0Vehicle Extension [s]
0410000025004924Split [s]
0.01.00.00.00.00.00.01.00.00.01.01.0All red [s]
0.03.00.00.00.00.00.03.00.00.03.03.0Amber [s]
0300000030003030Maximum Green [s]
070000070077Minimum Green [s]
-----------LeadLead / Lag
Auxiliary Signal Groups
040000020061Signal group
SplitSplitSplitPermissProtectePermissPermissPermissPermissPermissPermissProtecteControl Type
Phasing & Timing
12.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
205.561013.24743.23218.85190.841715.7795th-Percentile Queue Length [ft]
8.2240.5329.738.757.6368.6395th-Percentile Queue Length [veh]
116.90697.68515.87126.59106.301130.6950th-Percentile Queue Length [ft]
4.6827.9120.635.064.2545.2350th-Percentile Queue Length [veh]
NoYesYesNoNoYesCritical Lane Group
CFFCAFLane Group LOS
30.42138.52106.3229.939.41255.96d, Delay for Lane Group [s/veh]
0.491.191.100.460.381.47X, volume / capacity
Lane Group Results
1.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.78102.5570.340.580.11219.98d2, Incremental Delay [s]
1.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.500.500.110.110.50k, delay calibration
29.6435.9735.9829.349.3035.99d1, Uniform Delay [s]
4755334755592269532c, Capacity [veh/h]
161518101615190036181810s, saturation flow rate [veh/h]
0.140.350.320.130.240.43(v / s)_i Volume / Saturation Flow Rate
0.290.290.290.290.630.29g / C, Green / Cycle
303030306430g_i, Effective Green Time [s]
2.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
102102102102102102C, Cycle Length [s]
CLCCCLLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
0.00 0.000.00 138.52 30.4230.42106.32255.96 9.41d_M, Delay for Movement [s/veh] 29.930.00 0.00
CF CFAMovement LOS F C
0.00 109.53d_A, Approach Delay [s/veh] 81.22126.46
A FApproach LOS F F
111.31d_I, Intersection Delay [s/veh]
FIntersection LOS
1.251Intersection V/C
----------------Ring 4
----------------Ring 3
---------------6Ring 2
-------------421Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
1.493Volume to Capacity (v/c):
FLevel Of Service:
189.5Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 2: Alder Ave / SR-210 EB Ramps
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
SR-210 EB RampsSR-210 EB RampsAlder AveAlder AvenueName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
0001296064308011053979970Total Analysis Volume [veh/h]
0003240161020026992490Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00000.95000.95000.95001.00000.95000.95000.95000.95001.0000Peak Hour Factor
0001231061107611003779470Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
0003110000002880Site-Generated Trips [veh/h]
00049703040371421062530In-Process Volume [veh/h]
1.001.001.001.041.041.041.001.041.041.041.041.00Growth Rate
2.002.002.000.000.000.002.000.000.000.000.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
00040702950375562613900Base Volume Input [veh/h]
SR-210 EB RampsSR-210 EB RampsAlder AveAlder AvenueName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoPedestrian Recall
NoNoNoNoMaximum Recall
NoNoNoNoMinimum Recall
0.00.00.00.02.00.00.02.02.00.02.00.0l2, Clearance Lost Time [s]
0.00.00.00.02.00.00.02.02.00.02.00.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
000010001000100Pedestrian Clearance [s]
000050050050Walk [s]
0.00.00.00.03.00.00.03.03.00.03.00.0Vehicle Extension [s]
0000590031110200Split [s]
0.00.00.00.01.00.00.01.01.00.01.00.0All red [s]
0.00.00.00.03.00.00.03.03.00.03.00.0Amber [s]
0000300030300300Maximum Green [s]
000070077070Minimum Green [s]
--------Lead---Lead / Lag
Auxiliary Signal Groups
000080025060Signal group
PermissProtectePermissSplitSplitSplitPermissPermissProtectePermissPermissPermissControl Type
Phasing & Timing
12.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
3852.16492.68174.1695.58721.79561.9395th-Percentile Queue Length [ft]
154.0919.716.973.8228.8722.4895th-Percentile Queue Length [veh]
2400.55341.2196.7653.10509.20398.2850th-Percentile Queue Length [ft]
96.0213.653.872.1220.3715.9350th-Percentile Queue Length [veh]
YesNoNoYesYesNoCritical Lane Group
FDBDFDLane Group LOS
523.3640.6311.9940.8575.4546.33d, Delay for Lane Group [s/veh]
2.100.930.430.701.060.96X, volume / capacity
Lane Group Results
1.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.00d3, Initial Queue Delay [s]
499.1617.450.165.8451.2022.64d2, Incremental Delay [s]
1.001.001.001.001.001.00I, Upstream Filtering Factor
0.500.400.110.110.490.42k, delay calibration
24.2023.1711.8335.0124.2423.68d1, Uniform Delay [s]
6186921864150659725c, Capacity [veh/h]
161518103618181017261900s, saturation flow rate [veh/h]
0.800.360.220.060.400.37(v / s)_i Volume / Saturation Flow Rate
0.380.380.510.080.380.38g / C, Green / Cycle
30304063030g_i, Effective Green Time [s]
2.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
787878787878C, Cycle Length [s]
RCCLCCLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
40.63 523.3640.63 0.00 0.000.000.000.00 55.09d_M, Delay for Movement [s/veh] 11.9975.45 40.85
D FDEMovement LOS BE D
363.28 0.00d_A, Approach Delay [s/veh] 15.3360.89
F AApproach LOS E B
189.47d_I, Intersection Delay [s/veh]
FIntersection LOS
1.493Intersection V/C
----------------Ring 4
----------------Ring 3
-------------865Ring 2
---------------2Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
1.387Volume to Capacity (v/c):
FLevel Of Service:
224.0Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 3: Alder Ave / Renaissance Pkwy
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Renaissance PkwyRenaissance PkwyAlder AvenueAlder AvenueName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
49530275116252214145123372431685120Total Analysis Volume [veh/h]
124761929635336308181817130Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.95000.95000.95000.95000.95000.95000.95000.95000.95000.95000.95000.9500Peak Hour Factor
47028771110239203138117168829651114Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
288910091000311000Site-Generated Trips [veh/h]
471536683998885022621021260In-Process Volume [veh/h]
1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate
0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
1301743440105101486431111842252Base Volume Input [veh/h]
Renaissance PkwyRenaissance PkwyAlder AvenueAlder AvenueName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0100010001000100Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s]
01912019120482003911Split [s]
0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]
03030030300303003030Maximum Green [s]
077077077077Minimum Green [s]
--Lead--Lead--Lead--LeadLead / Lag
Auxiliary Signal Groups
047083061025Signal group
PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
16.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
1398.60383.0679.27176.73190.08416.5970.432120.602270.76231.69234.40138.7695th-Percentile Queue Length [ft]
55.9415.323.177.077.6016.662.8284.8290.839.279.385.5595th-Percentile Queue Length [veh]
883.77252.7144.0498.19105.75252.1739.131439.631449.93136.05138.0577.0950th-Percentile Queue Length [ft]
35.3510.111.763.934.2310.091.5757.5958.005.445.523.0850th-Percentile Queue Length [veh]
YesNoNoNoNoYesNoYesNoNoNoYesCritical Lane Group
FFDDDFBFFCCDLane Group LOS
440.0880.3446.3339.3138.40182.5713.05178.31609.6421.2821.2754.29d, Delay for Lane Group [s/veh]
1.860.970.630.540.531.290.181.332.250.490.490.85X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
402.4843.005.376.405.55141.680.11155.29572.640.510.5013.30d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.500.500.110.500.500.110.110.500.500.110.110.11k, delay calibration
37.6037.3540.9732.9132.8540.8912.9423.0237.0020.7720.7740.99d1, Uniform Delay [s]
266313119323361165789928322727738141c, Capacity [veh/h]
161519001810170119001810161519001810187119001810s, saturation flow rate [veh/h]
0.310.160.040.100.100.120.090.650.400.190.190.07(v / s)_i Volume / Saturation Flow Rate
0.170.170.070.190.190.090.490.490.180.390.390.08g / C, Green / Cycle
151561717844441635357g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
909090909090909090909090C, Cycle Length [s]
CCLCCLRCLCCLLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
38.61 39.31182.57 46.33 440.0880.3413.0554.29 21.28d_M, Delay for Movement [s/veh] 178.3121.28 609.64
D DF FD FBCMovement LOS D FC F
91.68 281.63d_A, Approach Delay [s/veh] 315.4726.02
F FApproach LOS C F
224.00d_I, Intersection Delay [s/veh]
FIntersection LOS
1.387Intersection V/C
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
1.021Volume to Capacity (v/c):
BLevel Of Service:
12.6Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 5: Miro Way/Alder Ave
Intersection Level Of Service Report
YesYesYesCrosswalk
0.000.000.00Grade [%]
35.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftThruLeftRightThruTurning Movement
Lane Configuration
WestboundSouthboundNorthboundApproach
Miro WayAlder AvenueAlder AveName
Intersection Setup
000Bicycle Volume [bicycles/h]
000Pedestrian Volume [ped/h]
000000Local Bus Stopping Rate [/h]
000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
94298656361335617Total Analysis Volume [veh/h]
24751649084154Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.92500.92500.92500.92500.92500.9250Peak Hour Factor
87276607334310571Total Hourly Volume [veh/h]
000000Right-Turn on Red Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
0274002740Site-Generated Trips [veh/h]
47010230134180In-Process Volume [veh/h]
1.041.041.041.041.041.04Growth Rate
0.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
382486322376Base Volume Input [veh/h]
Miro WayAlder AvenueAlder AveName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.0Detector Location [ft]
NoNoNoPedestrian Recall
NoNoNoMaximum Recall
NoNoNoMinimum Recall
0.02.02.00.00.02.0l2, Clearance Lost Time [s]
0.02.02.00.00.02.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
010100010Pedestrian Clearance [s]
055005Walk [s]
0.03.03.00.00.03.0Vehicle Extension [s]
024660066Split [s]
0.01.01.00.00.01.0All red [s]
0.03.03.00.00.03.0Amber [s]
030300030Maximum Green [s]
077007Minimum Green [s]
-Lead----Lead / Lag
Auxiliary Signal Groups
046002Signal group
PermissivePermissivePermissivePermissivePermissivePermissiveControl Type
Phasing & Timing
12.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
35.23134.7837.05258.2563.6660.4495th-Percentile Queue Length [ft]
1.415.391.4810.332.552.4295th-Percentile Queue Length [veh]
19.5774.8820.58155.8735.3733.5850th-Percentile Queue Length [ft]
0.783.000.826.231.411.3450th-Percentile Queue Length [veh]
NoYesNoYesNoNoCritical Lane Group
BCADAALane Group LOS
16.2420.974.3639.335.204.91d, Delay for Lane Group [s/veh]
0.270.760.290.900.450.40X, volume / capacity
Lane Group Results
1.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.413.130.0722.370.310.22d2, Incremental Delay [s]
1.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.430.110.11k, delay calibration
15.8217.844.2916.964.894.69d1, Uniform Delay [s]
348390224040310471177c, Capacity [veh/h]
16151810361859916901900s, saturation flow rate [veh/h]
0.060.160.180.600.280.25(v / s)_i Volume / Saturation Flow Rate
0.210.210.620.620.620.62g / C, Green / Cycle
101030303030g_i, Effective Green Time [s]
2.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.002.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
484848484848C, Cycle Length [s]
RLCLCCLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
4.36 20.97 16.244.98d_M, Delay for Movement [s/veh] 39.335.20
CA BAMovement LOS DA
19.8316.77d_A, Approach Delay [s/veh] 5.05
BBApproach LOS A
12.56d_I, Intersection Delay [s/veh]
BIntersection LOS
1.021Intersection V/C
----------------Ring 4
----------------Ring 3
--------------6-Ring 2
------------4-2-Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
1.101Volume to Capacity (v/c):
FLevel Of Service:
102.2Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 6: Alder Ave / Baseline Rd
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00215.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000100000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Baseline RdBaseline RdAlder AveAlder AveName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
20348181100580208201656218142670149Total Analysis Volume [veh/h]
5112020251455250164553616837Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.85200.85200.85200.85200.85200.85200.85200.85200.85200.85200.85200.8520Peak Hour Factor
1734106985494177171559186121571127Total Hourly Volume [veh/h]
6200000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000009191183001830Site-Generated Trips [veh/h]
71301504727175961281510In-Process Volume [veh/h]
1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate
0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
983655282430576130512089228122Base Volume Input [veh/h]
Baseline RdBaseline RdAlder AveAlder AveName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoMaximum Recall
NoYesNoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0100010001000100Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s]
02111025150281304126Split [s]
0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]
0307030300303003030Maximum Green [s]
077077077077Minimum Green [s]
--Lead--Lead--Lead--LeadLead / Lag
Auxiliary Signal Groups
047083025061Signal group
PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
16.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
187.67506.77102.8975.17552.49235.92166.89797.18244.551846.31182.2095th-Percentile Queue Length [ft]
7.5120.274.123.0122.109.446.6831.899.7873.857.2995th-Percentile Queue Length [veh]
104.26352.7657.1641.76390.46139.1892.72578.97145.611212.69101.2250th-Percentile Queue Length [ft]
4.1714.112.291.6715.625.573.7123.165.8248.514.0550th-Percentile Queue Length [veh]
NoYesNoNoNoYesNoNoYesYesNoCritical Lane Group
CEECDDCFDFDLane Group LOS
31.7455.6756.5623.3946.1950.8626.5880.9050.56273.8352.94d, Delay for Lane Group [s/veh]
0.460.930.730.180.880.840.371.040.851.510.80X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.7519.399.270.1514.817.630.4346.637.62237.547.90d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.350.120.110.480.110.110.500.110.500.11k, delay calibration
30.9936.2847.2923.2431.3843.2326.1534.2742.9436.3045.04d1, Uniform Delay [s]
441519111562661247536631257539185c, Capacity [veh/h]
16151900181016151900181016151900181018431810s, saturation flow rate [veh/h]
0.130.250.040.060.310.110.120.350.120.440.08(v / s)_i Volume / Saturation Flow Rate
0.270.270.060.350.350.140.330.330.140.290.10g / C, Green / Cycle
282863636143434153010g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
102102102102102102102102102102102C, Cycle Length [s]
RCLRCLRCLCLLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
46.19 23.3950.86 56.56 31.7455.6726.5852.94 273.83d_M, Delay for Movement [s/veh] 80.90273.83 50.56
D CD CE ECFMovement LOS D FF D
44.72 49.41d_A, Approach Delay [s/veh] 64.59239.59
D DApproach LOS F E
102.25d_I, Intersection Delay [s/veh]
FIntersection LOS
1.101Intersection V/C
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
0.698Volume to Capacity (v/c):
BLevel Of Service:
18.6Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 7: Baseline Rd / Locust Ave
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Baseline RdBaseline RdLocust AveLocust AveName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
16065043255590965824611145229127Total Analysis Volume [veh/h]
40162116414824156128115732Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.80500.80500.80500.80500.80500.80500.80500.80500.80500.80500.80500.8050Peak Hour Factor
1295233520547577471988936184102Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
2913600694121415080In-Process Volume [veh/h]
1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate
0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
96372341973903525187713516998Base Volume Input [veh/h]
Baseline RdBaseline RdLocust AveLocust AveName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0100010001000100Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s]
03513033110271403017Split [s]
0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]
03030030300303003030Maximum Green [s]
077077077077Minimum Green [s]
--Lead--Lead--Lead--LeadLead / Lag
Auxiliary Signal Groups
047083025061Signal group
PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
16.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
170.18181.0122.3789.69101.5047.3623.73119.0354.8318.01105.8863.1695th-Percentile Queue Length [ft]
6.817.240.893.594.061.890.954.762.190.724.242.5395th-Percentile Queue Length [veh]
94.55100.5612.4349.8356.3926.3113.1966.1330.4610.0158.8235.0950th-Percentile Queue Length [ft]
3.784.020.501.992.261.050.532.651.220.402.351.4050th-Percentile Queue Length [veh]
YesNoNoNoNoYesNoYesNoNoNoYesCritical Lane Group
BBCBBCBCCBCCLane Group LOS
19.0818.8924.4114.2613.9723.3017.9822.7523.4017.4721.2723.67d, Delay for Lane Group [s/veh]
0.780.780.370.490.500.510.210.740.550.150.670.60X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
2.642.451.990.700.342.130.353.232.370.242.222.73d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.110.110.110.110.110.110.110.110.11k, delay calibration
16.4416.4322.4213.5513.6421.1717.6319.5221.0317.2319.0520.95d1, Uniform Delay [s]
5035391155231172188283333201292344211c, Capacity [veh/h]
177219001810161536181810161519001810161519001810s, saturation flow rate [veh/h]
0.220.220.020.160.160.050.040.130.060.030.120.07(v / s)_i Volume / Saturation Flow Rate
0.280.280.060.320.320.100.170.170.110.180.180.12g / C, Green / Cycle
1414316165996996g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
505050505050505050505050C, Cycle Length [s]
CCLRCLRCLRCLLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
13.97 14.2623.30 24.41 19.0818.9617.9823.67 21.27d_M, Delay for Movement [s/veh] 22.7517.47 23.40
B BC BC BBCMovement LOS C CB C
15.00 19.25d_A, Approach Delay [s/veh] 22.2621.60
B BApproach LOS C C
18.56d_I, Intersection Delay [s/veh]
BIntersection LOS
0.698Intersection V/C
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
0.658Volume to Capacity (v/c):
ELevel Of Service:
66.1Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 8: Linden Ave / Casmalia St
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Casmalia StCasmalia StLinden AveLinden AveName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
633354128616951612761318189290Total Analysis Volume [veh/h]
16841071421315693324773Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.65100.65100.65100.65100.65100.65100.65100.65100.65100.65100.65100.6510Peak Hour Factor
41218271861103340180855123189Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
00191830000000183Site-Generated Trips [veh/h]
011200440050030In-Process Volume [veh/h]
1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate
0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
39102836332381688251156Base Volume Input [veh/h]
Casmalia StCasmalia StLinden AveLinden AveName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0100010001000100Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s]
03613035120281103114Split [s]
0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]
03030030300303003030Maximum Green [s]
077077077077Minimum Green [s]
--Lead--Lead--Lead--LeadLead / Lag
Auxiliary Signal Groups
047083061025Signal group
PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
16.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
312.8042.78406.5653.02110.77115.37162.874.56119.09628.5795th-Percentile Queue Length [ft]
12.511.7116.262.124.434.616.510.184.7625.1495th-Percentile Queue Length [veh]
197.5423.77271.4529.4561.5464.0990.482.5366.16391.8050th-Percentile Queue Length [ft]
7.900.9510.861.182.462.563.620.102.6515.6750th-Percentile Queue Length [veh]
NoYesYesNoYesNoNoNoNoYesCritical Lane Group
CDDDCCEBBFLane Group LOS
32.1344.8043.8044.7920.7020.5961.5316.2418.68241.53d, Delay for Lane Group [s/veh]
0.760.440.920.490.250.250.920.010.251.43X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
2.723.2812.893.560.910.8420.270.030.77201.48d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.130.110.220.110.500.500.110.500.500.11k, delay calibration
29.4141.5330.9141.2319.7919.7541.2716.2117.9140.05d1, Uniform Delay [s]
52693497104658701142649764202c, Capacity [veh/h]
1848181017101810178319001810161519001810s, saturation flow rate [veh/h]
0.220.020.270.030.090.090.070.000.100.16(v / s)_i Volume / Saturation Flow Rate
0.280.050.290.060.370.370.080.400.400.11g / C, Green / Cycle
26526533337363610g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
90909090909090909090C, Cycle Length [s]
CLCLCCLRCLLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
43.80 43.8044.79 44.80 32.1332.1320.70241.53 18.68d_M, Delay for Movement [s/veh] 20.6316.24 61.53
D DD CD CCBMovement LOS F CB E
43.90 33.31d_A, Approach Delay [s/veh] 32.09151.34
D CApproach LOS F C
66.08d_I, Intersection Delay [s/veh]
EIntersection LOS
0.658Intersection V/C
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
2.892Volume to Capacity (v/c):
FLevel Of Service:
660.0Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 9: Linden Ave / Renaissance Pkwy
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Renaissance PkwyRenaissance PkwyLinden AveLinden AveName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
17034511267213023069183245962276550Total Analysis Volume [veh/h]
428628218075817466124169137Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.66600.66600.66600.66600.66600.66600.66601.00000.66600.66600.66600.6660Peak Hour Factor
1132307504802012046183163641184366Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
00639383150191830637183365Site-Generated Trips [veh/h]
38311197470004411In-Process Volume [veh/h]
1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate
0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
1061410013419260153000Base Volume Input [veh/h]
Renaissance PkwyRenaissance PkwyLinden AveLinden AveName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.00.00.02.00.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.00.00.02.00.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0100010001000100Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.00.00.03.00.0Vehicle Extension [s]
033250191104600460Split [s]
0.01.01.00.01.01.00.01.00.00.01.00.0All red [s]
0.03.03.00.03.03.00.03.00.00.03.00.0Amber [s]
030300303003000300Maximum Green [s]
077077070070Minimum Green [s]
--Lead--Lead------Lead / Lag
Auxiliary Signal Groups
047083060020Signal group
PermissPermissProtectePermissPermissProtectePermissPermissPermissPermissPermissPermissControl Type
Phasing & Timing
12.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
185.62192.603819.202475.76379.8931.8533.6694.451039.236510.3495th-Percentile Queue Length [ft]
7.427.70152.7799.0315.201.271.353.7841.57260.4195th-Percentile Queue Length [veh]
103.12107.552433.791579.58250.1917.6918.7052.47577.353964.8650th-Percentile Queue Length [ft]
4.124.3097.3563.1810.010.710.752.1023.09158.5950th-Percentile Queue Length [veh]
NoNoYesYesNoNoNoNoNoYesCritical Lane Group
CCFFEDBBFFLane Group LOS
23.7323.18784.07812.1378.9145.4913.4414.291005.47856.00d, Delay for Lane Group [s/veh]
0.410.392.652.700.960.400.090.213.062.83X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
2.041.67749.63774.5741.653.430.050.11960.46826.95d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.500.500.500.500.500.110.110.110.500.50k, delay calibration
21.6921.5034.4437.5637.2742.0613.3814.1845.0129.05d1, Uniform Delay [s]
6096824252673147575388680632c, Capacity [veh/h]
169619001810161519001810161519004571243s, saturation flow rate [veh/h]
0.150.140.620.450.160.020.040.100.541.44(v / s)_i Volume / Saturation Flow Rate
0.360.360.230.170.170.040.470.470.470.47g / C, Green / Cycle
3232211515442424242g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.002.002.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
90909090909090909090C, Cycle Length [s]
CCLCCLRCLCLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
78.91 812.1345.49 784.07 23.7323.3013.44856.00 856.00d_M, Delay for Movement [s/veh] 14.29856.00 1005.47
E FD CF CBFMovement LOS F BF F
580.00 545.36d_A, Approach Delay [s/veh] 502.78856.00
F FApproach LOS F F
659.99d_I, Intersection Delay [s/veh]
FIntersection LOS
2.892Intersection V/C
----------------Ring 4
----------------Ring 3
-------------876Ring 2
-------------432Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
0.810Volume to Capacity (v/c):
DLevel Of Service:
39.8Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 10: Baseline Rd / Linden Ave
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Baseline RdBaseline RdLinden AveLinden AveName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
591595566548621026445825369Total Analysis Volume [veh/h]
1481491416122507111201317Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.90700.90700.90700.90700.90700.90700.90700.90700.90700.90700.90700.9070Peak Hour Factor
536540515944119024404744863Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
3660000000366000Site-Generated Trips [veh/h]
1421652070160121430In-Process Volume [veh/h]
1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate
0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
273614757357302216674361Base Volume Input [veh/h]
Baseline RdBaseline RdLinden AveLinden AveName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.00.00.02.00.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.00.00.02.00.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0100010001000100Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.00.00.03.00.0Vehicle Extension [s]
047140441103200320Split [s]
0.01.01.00.01.01.00.01.00.00.01.00.0All red [s]
0.03.03.00.03.03.00.03.00.00.03.00.0Amber [s]
030300303003000300Maximum Green [s]
077077070070Minimum Green [s]
--Lead--Lead------Lead / Lag
Auxiliary Signal Groups
047083060020Signal group
PermissPermissProtectePermissPermissProtectePermissPermissPermissPermissPermissPermissControl Type
Phasing & Timing
12.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
358.82327.8658.23145.26149.7622.7616.97702.5955.8387.0495th-Percentile Queue Length [ft]
14.3513.112.335.815.990.910.6828.102.233.4895th-Percentile Queue Length [veh]
233.51209.2432.3580.7083.2012.659.43465.3131.0148.3550th-Percentile Queue Length [ft]
9.348.371.293.233.330.510.3818.611.241.9350th-Percentile Queue Length [veh]
YesNoNoNoNoYesNoYesNoNoCritical Lane Group
CBDBBDCFCCLane Group LOS
20.9917.6044.8814.2814.2246.0821.70133.9322.6723.81d, Delay for Lane Group [s/veh]
0.700.600.520.300.300.350.041.170.160.23X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
4.812.673.800.850.813.490.0396.730.150.21d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.500.500.110.500.500.110.110.430.110.11k, delay calibration
16.1814.9341.0813.4313.4242.5921.6737.2022.5123.60d1, Uniform Delay [s]
84499310890494260591382502538c, Capacity [veh/h]
1615190018101823190018101900137316151529s, saturation flow rate [veh/h]
0.370.310.030.150.150.010.010.320.050.08(v / s)_i Volume / Saturation Flow Rate
0.520.520.060.500.500.030.310.310.310.31g / C, Green / Cycle
474754545328282828g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.002.000.002.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
90909090909090909090C, Cycle Length [s]
RCLCCLCLRCLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
14.25 14.2846.08 44.88 20.9917.6021.7023.81 23.81d_M, Delay for Movement [s/veh] 21.7022.67 133.93
B BD CD BCCMovement LOS C CC F
15.42 20.44d_A, Approach Delay [s/veh] 127.7423.35
B CApproach LOS C F
39.83d_I, Intersection Delay [s/veh]
DIntersection LOS
0.810Intersection V/C
----------------Ring 4
----------------Ring 3
-------------876Ring 2
-------------432Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
0.755Volume to Capacity (v/c):
CLevel Of Service:
32.1Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 11: Ayala Dr / Casmalia St
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Casmalia StCasmalia StAyala DrAyala DrName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
3168212285709126551778349273Total Analysis Volume [veh/h]
817537118231644198768Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.81100.81100.81100.81100.81100.81100.81100.81100.81100.81100.81100.8110Peak Hour Factor
2555172231577105311463283221Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
0000000000019Site-Generated Trips [veh/h]
01103310114002100In-Process Volume [veh/h]
1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate
0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
24421651904569507136127098Base Volume Input [veh/h]
Casmalia StCasmalia StAyala DrAyala DrName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0100010001000100Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s]
03516030110211103323Split [s]
0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]
03030030300303003030Maximum Green [s]
077077077077Minimum Green [s]
--Lead--Lead--Lead--LeadLead / Lag
Auxiliary Signal Groups
047083061025Signal group
PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
16.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
20.1544.88220.33267.4656.3010.72260.01261.0518.77117.36123.95260.6495th-Percentile Queue Length [ft]
0.811.808.8110.702.250.4310.4010.440.754.694.9610.4395th-Percentile Queue Length [veh]
11.1924.93127.67162.8231.285.96157.20157.9910.4365.2068.86157.6850th-Percentile Queue Length [ft]
0.451.005.116.511.250.246.296.320.422.612.756.3150th-Percentile Queue Length [veh]
NoNoYesYesNoNoYesNoNoNoNoYesCritical Lane Group
CCDDCDCCDBBDLane Group LOS
21.4121.8147.9442.3230.0748.8829.5529.5246.6815.6915.6343.77d, Delay for Lane Group [s/veh]
0.060.110.880.880.180.290.560.560.330.250.250.87X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.050.089.627.420.235.093.803.773.710.750.697.46d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.110.110.110.500.500.110.500.500.11k, delay calibration
21.3621.7338.3234.9029.8443.7825.7525.7542.9714.9414.9336.31d1, Uniform Delay [s]
5146052423263833159359751817872313c, Capacity [veh/h]
161519001810161519001810188819001810178219001810s, saturation flow rate [veh/h]
0.020.040.120.180.040.000.180.180.010.120.120.15(v / s)_i Volume / Saturation Flow Rate
0.320.320.130.200.200.020.320.320.030.460.460.17g / C, Green / Cycle
2929121818128282414116g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
909090909090909090909090C, Cycle Length [s]
RCLRCLCCLCCLLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
30.07 42.3248.88 47.94 21.4121.8129.5543.77 15.65d_M, Delay for Movement [s/veh] 29.5415.69 46.68
C DD CD CCBMovement LOS D CB D
40.13 39.58d_A, Approach Delay [s/veh] 29.9626.62
D DApproach LOS C C
32.08d_I, Intersection Delay [s/veh]
CIntersection LOS
0.755Intersection V/C
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
0.972Volume to Capacity (v/c):
DLevel Of Service:
50.9Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 12: Ayala Dr / SR-210 WB Ramps
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
SR-210 WB RampsSR-210 WB RampsAyala DrAyala DrName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
437293900057373000382599Total Analysis Volume [veh/h]
10912350001431830095150Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.86700.86700.86701.00001.00001.00000.86700.86701.00001.00000.86700.8670Peak Hour Factor
379281400049763300331519Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
190365000000000Site-Generated Trips [veh/h]
18601820007514700552In-Process Volume [veh/h]
1.041.041.041.001.001.001.041.041.001.001.041.04Growth Rate
0.000.000.002.002.002.000.000.002.002.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
167225700040646700265497Base Volume Input [veh/h]
SR-210 WB RampsSR-210 WB RampsAyala DrAyala DrName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoPedestrian Recall
NoNoNoNoMaximum Recall
NoNoNoNoMinimum Recall
0.02.00.00.00.00.00.02.00.00.02.02.0l2, Clearance Lost Time [s]
0.02.00.00.00.00.00.02.00.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
010000001000100Pedestrian Clearance [s]
050000050050Walk [s]
0.03.00.00.00.00.00.03.00.00.03.03.0Vehicle Extension [s]
0190000045007126Split [s]
0.01.00.00.00.00.00.01.00.00.01.01.0All red [s]
0.03.00.00.00.00.00.03.00.00.03.03.0Amber [s]
0300000030003030Maximum Green [s]
070000070077Minimum Green [s]
-----------LeadLead / Lag
Auxiliary Signal Groups
040000020061Signal group
SplitSplitSplitPermissProtectePermissPermissPermissPermissPermissPermissProtecteControl Type
Phasing & Timing
12.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
373.16391.87360.61873.63621.0262.76250.3895th-Percentile Queue Length [ft]
14.9315.6714.4234.9524.842.5110.0295th-Percentile Queue Length [veh]
244.85259.72234.93602.12447.5434.87149.9650th-Percentile Queue Length [ft]
9.7910.399.4024.0817.901.396.0050th-Percentile Queue Length [veh]
YesNoNoYesNoNoYesCritical Lane Group
DDCFEADLane Group LOS
40.8138.1634.84110.9257.967.7735.30d, Delay for Lane Group [s/veh]
0.880.870.831.140.990.180.83X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
12.439.957.0982.7429.960.042.49d2, Incremental Delay [s]
1.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.290.280.250.500.440.110.11k, delay calibration
28.3828.2127.7528.1927.997.7332.81d1, Uniform Delay [s]
4975575575716602170724c, Capacity [veh/h]
1615181018101645190036183514s, saturation flow rate [veh/h]
0.270.270.250.400.340.110.17(v / s)_i Volume / Saturation Flow Rate
0.310.310.310.350.350.600.21g / C, Green / Cycle
27272730305218g_i, Effective Green Time [s]
2.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
86868686868686C, Cycle Length [s]
RCLCCCLLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
0.00 0.000.00 36.53 40.8138.16110.9235.30 7.77d_M, Delay for Movement [s/veh] 63.650.00 0.00
DD DFAMovement LOS D E
0.00 37.89d_A, Approach Delay [s/veh] 84.4424.58
A DApproach LOS C F
50.89d_I, Intersection Delay [s/veh]
DIntersection LOS
0.972Intersection V/C
----------------Ring 4
----------------Ring 3
---------------6Ring 2
-------------421Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
0.928Volume to Capacity (v/c):
CLevel Of Service:
26.6Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 13: Ayala Dr / SR-210 EB Ramps
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
SR-210 EB RampsSR-210 EB RampsAyala DrAyala DrName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
0003514150011464318357730Total Analysis Volume [veh/h]
0008813802861082091930Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00000.91900.91900.91901.00000.91900.91900.91900.91901.0000Peak Hour Factor
0003234138010533967677100Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
0000000365037800Site-Generated Trips [veh/h]
0003032020512436250In-Process Volume [veh/h]
1.001.001.001.041.041.041.001.041.041.041.041.00Growth Rate
2.002.002.000.000.000.002.000.000.000.000.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
000308410204642623396590Base Volume Input [veh/h]
SR-210 EB RampsSR-210 EB RampsAyala DrAyala DrName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoPedestrian Recall
NoNoNoNoMaximum Recall
NoNoNoNoMinimum Recall
0.00.00.00.02.00.00.02.02.00.02.00.0l2, Clearance Lost Time [s]
0.00.00.00.02.00.00.02.02.00.02.00.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
000010001000100Pedestrian Clearance [s]
000050050050Walk [s]
0.00.00.00.03.00.00.03.03.00.03.00.0Vehicle Extension [s]
0000210069170520Split [s]
0.00.00.00.01.00.00.01.01.00.01.00.0All red [s]
0.00.00.00.03.00.00.03.03.00.03.00.0Amber [s]
0000300030300300Maximum Green [s]
000070077070Minimum Green [s]
--------Lead---Lead / Lag
Auxiliary Signal Groups
000080025060Signal group
PermissProtectePermissSplitSplitSplitPermissPermissProtectePermissPermissPermissControl Type
Phasing & Timing
12.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
113.53113.8789.8271.51130.97743.81132.1095th-Percentile Queue Length [ft]
4.544.553.592.865.2429.755.2895th-Percentile Queue Length [veh]
63.0763.2649.9039.7372.76517.4973.3950th-Percentile Queue Length [ft]
2.522.532.001.592.9120.702.9450th-Percentile Queue Length [veh]
YesNoNoNoYesYesNoCritical Lane Group
CCCACFBLane Group LOS
28.2028.1925.623.8826.2271.8110.96d, Delay for Lane Group [s/veh]
0.690.690.520.440.721.080.45X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
3.333.321.470.121.6655.530.18d2, Incremental Delay [s]
1.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.110.110.500.11k, delay calibration
24.8724.8724.153.7624.5616.2810.78d1, Uniform Delay [s]
25625728725815987741735c, Capacity [veh/h]
1615162018103618351416153618s, saturation flow rate [veh/h]
0.110.110.080.320.120.520.21(v / s)_i Volume / Saturation Flow Rate
0.160.160.160.710.170.480.48g / C, Green / Cycle
10101045113030g_i, Effective Green Time [s]
2.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
62626262626262C, Cycle Length [s]
RCLCLRCLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
28.19 28.2025.62 0.00 0.000.000.000.00 10.96d_M, Delay for Movement [s/veh] 3.8871.81 26.22
C CCBMovement LOS AF C
27.43 0.00d_A, Approach Delay [s/veh] 9.9842.56
C AApproach LOS D A
26.57d_I, Intersection Delay [s/veh]
CIntersection LOS
0.928Intersection V/C
----------------Ring 4
----------------Ring 3
-------------865Ring 2
---------------2Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
1.201Volume to Capacity (v/c):
FLevel Of Service:
96.0Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 14: Ayala Dr / Renaissance Pkwy
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Renaissance PkwyRenaissance PkwyAyala DrAyala DrName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
3755613118145856363581416636785122Total Analysis Volume [veh/h]
9414084511514115920441919631Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.85100.85100.85100.85100.85100.85100.85100.85100.85100.85100.85100.8510Peak Hour Factor
3194772615439047954069314131668104Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
02740027437836500000Site-Generated Trips [veh/h]
0101183120181001070214229In-Process Volume [veh/h]
1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate
0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
3079881189280725631361060272Base Volume Input [veh/h]
Renaissance PkwyRenaissance PkwyAyala DrAyala DrName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0100010001000100Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s]
02411029160341803216Split [s]
0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]
03030030300303003030Maximum Green [s]
077077077077Minimum Green [s]
--Lead--Lead--Lead--LeadLead / Lag
Auxiliary Signal Groups
047083025061Signal group
PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
16.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
615.69684.0543.39223.07239.721004.301529.09416.42223.0236.11420.92173.8295th-Percentile Queue Length [ft]
24.6327.361.748.929.5940.1761.1616.668.921.4416.846.9595th-Percentile Queue Length [veh]
437.45494.1624.10129.69142.00688.50995.80279.36129.6520.06282.9896.5750th-Percentile Queue Length [ft]
17.5019.770.965.195.6827.5439.8311.175.190.8011.323.8650th-Percentile Queue Length [veh]
YesNoNoNoNoYesYesNoNoNoNoYesCritical Lane Group
FFEBBFFDECDELane Group LOS
89.4886.6058.8719.6819.60154.61281.6743.1959.9334.6647.7761.88d, Delay for Lane Group [s/veh]
1.021.020.450.370.371.211.500.860.840.090.920.81X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
46.6043.724.420.560.50111.65238.932.459.330.114.629.74d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.460.460.110.220.220.500.500.110.110.110.110.11k, delay calibration
42.8942.8954.4519.1319.1042.9542.7540.7450.6034.5643.1552.14d1, Uniform Delay [s]
42749270823909467422946197381854151c, Capacity [veh/h]
164919001810172019001810161536181810161536181810s, saturation flow rate [veh/h]
0.260.260.020.180.180.310.390.230.090.020.220.07(v / s)_i Volume / Saturation Flow Rate
0.260.260.040.480.480.260.260.260.110.240.240.08g / C, Green / Cycle
30304555530303013272710g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
116116116116116116116116116116116116C, Cycle Length [s]
CCLCCLRCLRCLLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
19.62 19.68154.61 58.87 89.4886.91281.6761.88 47.77d_M, Delay for Movement [s/veh] 43.1934.66 59.93
B BF FE FFDMovement LOS E DC E
82.86 87.01d_A, Approach Delay [s/veh] 138.6849.10
F FApproach LOS D F
96.04d_I, Intersection Delay [s/veh]
FIntersection LOS
1.201Intersection V/C
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
0.913Volume to Capacity (v/c):
DLevel Of Service:
54.1Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 15: Ayala Dr / Baseline Rd
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Baseline RdBaseline RdAyala DrAyala DrName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
507221163275511802595345152516450Total Analysis Volume [veh/h]
12181298213845651341313129112Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.94700.94700.94700.94700.94700.94700.94700.94700.94700.94700.94700.9470Peak Hour Factor
476841103105221702455064849489426Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
01830183183000000183Site-Generated Trips [veh/h]
91870444665193455061175In-Process Volume [veh/h]
1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate
0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
373021068028210150443414741265Base Volume Input [veh/h]
Baseline RdBaseline RdAyala DrAyala DrName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0100010001000100Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s]
02014026200261103924Split [s]
0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]
03030030300303003030Maximum Green [s]
077077077077Minimum Green [s]
--Lead--Lead--Lead--LeadLead / Lag
Auxiliary Signal Groups
047083025061Signal group
PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
16.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
430.79437.95156.04483.38530.64225.89435.48471.7867.1433.09387.19529.7495th-Percentile Queue Length [ft]
17.2317.526.2419.3421.239.0417.4218.872.691.3215.4921.1995th-Percentile Queue Length [veh]
290.93296.7186.69333.61372.40131.76294.71324.1537.3018.38255.99371.6650th-Percentile Queue Length [ft]
11.6411.873.4713.3414.905.2711.7912.971.490.7410.2414.8750th-Percentile Queue Length [veh]
NoNoYesYesNoNoYesNoNoNoNoYesCritical Lane Group
EEEEEEEEEBCELane Group LOS
56.4856.1858.7362.2159.9955.9559.4557.5956.2316.9225.1464.15d, Delay for Lane Group [s/veh]
0.900.900.790.920.920.840.910.910.550.070.600.94X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
15.1614.868.9322.7720.578.3318.8316.995.050.042.7224.35d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.270.270.110.380.380.110.310.310.110.110.450.39k, delay calibration
41.3241.3249.8039.4439.4247.6240.6340.6151.1816.8822.4239.79d1, Uniform Delay [s]
42543514744450621541146292737867478c, Capacity [veh/h]
185719001810166619001810169319001810161519001810s, saturation flow rate [veh/h]
0.210.210.060.250.250.100.220.220.030.030.270.25(v / s)_i Volume / Saturation Flow Rate
0.230.230.080.270.270.120.240.240.050.460.460.26g / C, Green / Cycle
2525929291327276505029g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
110110110110110110110110110110110110C, Cycle Length [s]
CCLCCLCCLRCLLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
60.33 62.2155.95 58.73 56.4856.3259.4564.15 25.14d_M, Delay for Movement [s/veh] 57.9916.92 56.23
E EE EE EECMovement LOS E EB E
60.16 56.64d_A, Approach Delay [s/veh] 58.3341.96
E EApproach LOS D E
54.07d_I, Intersection Delay [s/veh]
DIntersection LOS
0.913Intersection V/C
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
0.952Volume to Capacity (v/c):
CLevel Of Service:
28.7Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 16: Locust Ave / Miro Way
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Miro WayMiro WayLocust AveName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
153400784501924373177153689Total Analysis Volume [veh/h]
38100221135693444922Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.84800.84800.84800.84800.84800.84800.84800.84800.84800.84800.84800.8480Peak Hour Factor
130339673821620316150133128Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
0274002740000000Site-Generated Trips [veh/h]
32582010281432888580In-Process Volume [veh/h]
1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate
0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
947476862736052448Base Volume Input [veh/h]
Miro WayMiro WayLocust AveName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoPedestrian Recall
NoNoNoNoMaximum Recall
NoNoNoNoMinimum Recall
0.02.00.00.02.00.00.02.00.00.02.00.0l2, Clearance Lost Time [s]
0.02.00.00.02.00.00.02.00.00.02.00.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0100010001000100Pedestrian Clearance [s]
050050050050Walk [s]
0.03.00.00.03.00.00.03.00.00.03.00.0Vehicle Extension [s]
0370037005300530Split [s]
0.01.00.00.01.00.00.01.00.00.01.00.0All red [s]
0.03.00.00.03.00.00.03.00.00.03.00.0Amber [s]
0300030003000300Maximum Green [s]
070070070070Minimum Green [s]
------------Lead / Lag
Auxiliary Signal Groups
040080060020Signal group
PermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissControl Type
Phasing & Timing
12.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
YesLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
431.45338.73474.34212.0295th-Percentile Queue Length [ft]
17.2613.5518.978.4895th-Percentile Queue Length [veh]
291.46217.73326.23121.6050th-Percentile Queue Length [ft]
11.668.7113.054.8650th-Percentile Queue Length [veh]
YesNoYesNoCritical Lane Group
CCDBLane Group LOS
32.7726.9335.6414.89d, Delay for Lane Group [s/veh]
0.790.680.880.44X, volume / capacity
Lane Group Results
1.001.001.001.00PF, progression factor
1.001.001.001.00Rp, platoon ratio
0.000.000.000.00d3, Initial Queue Delay [s]
8.895.1612.570.35d2, Incremental Delay [s]
1.001.001.001.00I, Upstream Filtering Factor
0.500.500.380.11k, delay calibration
23.8821.7723.0614.54d1, Uniform Delay [s]
706705652882c, Capacity [veh/h]
1625161911951678s, saturation flow rate [veh/h]
0.340.290.480.23(v / s)_i Volume / Saturation Flow Rate
0.410.410.500.50g / C, Green / Cycle
37374545g_i, Effective Green Time [s]
2.002.002.002.00l2, Clearance Lost Time [s]
2.002.002.002.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.00L, Total Lost Time per Cycle [s]
90909090C, Cycle Length [s]
CCCCLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
26.93 26.9326.93 32.77 32.7732.7735.6414.89 14.89d_M, Delay for Movement [s/veh] 35.6414.89 35.64
C CC CC CDBMovement LOS B DB D
26.93 32.77d_A, Approach Delay [s/veh] 35.6414.89
C CApproach LOS B D
28.70d_I, Intersection Delay [s/veh]
CIntersection LOS
0.952Intersection V/C
----------------Ring 4
----------------Ring 3
--------------86Ring 2
--------------42Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
5.956Volume to Capacity (v/c):
FLevel Of Service:
827.4Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 17: Linden Ave / Miro Way
Intersection Level Of Service Report
YesYesYesCrosswalk
0.000.000.00Grade [%]
35.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftRightThruThruLeftTurning Movement
Lane Configuration
EastboundSouthboundNorthboundApproach
Miro WayLinden AveName
Intersection Setup
000Bicycle Volume [bicycles/h]
000Pedestrian Volume [ped/h]
000000Local Bus Stopping Rate [/h]
000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
102531476631767266Total Analysis Volume [veh/h]
2513311915819266Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.58000.58000.58000.58000.58000.5800Peak Hour Factor
59308276366445154Total Hourly Volume [veh/h]
000000Right-Turn on Red Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
02742743663660Site-Generated Trips [veh/h]
2131007880In-Process Volume [veh/h]
1.041.041.041.041.041.04Growth Rate
0.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
37320171Base Volume Input [veh/h]
Miro WayLinden AveName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.0Detector Location [ft]
NoNoNoPedestrian Recall
NoNoNoMaximum Recall
NoNoNoMinimum Recall
0.02.00.02.02.00.0l2, Clearance Lost Time [s]
0.02.00.02.02.00.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
010010100Pedestrian Clearance [s]
050550Walk [s]
0.03.00.03.03.00.0Vehicle Extension [s]
019071710Split [s]
0.01.00.01.01.00.0All red [s]
0.03.00.03.03.00.0Amber [s]
030030300Maximum Green [s]
070770Minimum Green [s]
-Lead----Lead / Lag
Auxiliary Signal Groups
030620Signal group
PermissivePermissivePermissivePermissivePermissivePermissiveControl Type
Phasing & Timing
12.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
YesLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
2058.67589.644743.0195th-Percentile Queue Length [ft]
82.3523.59189.7295th-Percentile Queue Length [veh]
1305.50421.332678.1450th-Percentile Queue Length [ft]
52.2216.85107.1350th-Percentile Queue Length [veh]
YesNoYesCritical Lane Group
FCFLane Group LOS
663.5024.571788.24d, Delay for Lane Group [s/veh]
2.370.944.88X, volume / capacity
Lane Group Results
1.001.001.00PF, progression factor
1.001.001.00Rp, platoon ratio
0.000.000.00d3, Initial Queue Delay [s]
626.0814.831758.05d2, Incremental Delay [s]
1.001.001.00I, Upstream Filtering Factor
0.500.500.50k, delay calibration
37.439.7430.20d1, Uniform Delay [s]
2681182212c, Capacity [veh/h]
15981589217s, saturation flow rate [veh/h]
0.400.704.76(v / s)_i Volume / Saturation Flow Rate
0.170.740.74g / C, Green / Cycle
156767g_i, Effective Green Time [s]
2.002.002.00l2, Clearance Lost Time [s]
0.000.002.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.00L, Total Lost Time per Cycle [s]
909090C, Cycle Length [s]
CCCLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
24.57 663.50 663.501788.24d_M, Delay for Movement [s/veh] 24.571788.24
FC FFMovement LOS CF
663.5024.57d_A, Approach Delay [s/veh] 1788.24
FCApproach LOS F
827.43d_I, Intersection Delay [s/veh]
FIntersection LOS
5.956Intersection V/C
----------------Ring 4
----------------Ring 3
---------------6Ring 2
--------------32Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
0.750Volume to Capacity (v/c):
CLevel Of Service:
23.3Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 18: Locust Ave / Renaissance Pkwy
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Renaissance PkwyRenaissance PkwyLocust AveLocust AveName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
3758319132264077118316105103391261Total Analysis Volume [veh/h]
9146488116019307926269865Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.82800.82800.82800.82800.82800.82800.82800.82800.82800.82800.82800.8280Peak Hour Factor
3148315826753064982628785324216Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
03651919383000015014Site-Generated Trips [veh/h]
13957120833913133274940In-Process Volume [veh/h]
1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate
0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
2976791236259861265241264156Base Volume Input [veh/h]
Renaissance PkwyRenaissance PkwyLocust AveLocust AveName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoPedestrian Recall
NoNoNoNoNoMaximum Recall
NoNoNoNoNoMinimum Recall
0.02.00.00.02.02.00.02.00.00.02.00.0l2, Clearance Lost Time [s]
0.02.00.00.02.02.00.02.00.00.02.00.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0100010001000100Pedestrian Clearance [s]
050050050050Walk [s]
0.03.00.00.03.03.00.03.00.00.03.00.0Vehicle Extension [s]
02300371405300530Split [s]
0.01.00.00.01.01.00.01.00.00.01.00.0All red [s]
0.03.00.00.03.03.00.03.00.00.03.00.0Amber [s]
03000303003000300Maximum Green [s]
070077070070Minimum Green [s]
-----Lead------Lead / Lag
Auxiliary Signal Groups
040083020060Signal group
PermissPermissPermissPermissPermissProtectePermissPermissPermissPermissPermissPermissControl Type
Phasing & Timing
12.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
171.06174.50243.44211.29230.8067.4559.22176.6388.40295.89221.2395th-Percentile Queue Length [ft]
6.846.989.748.459.232.702.377.073.5411.848.8595th-Percentile Queue Length [veh]
95.0396.94144.78121.07135.3837.4732.9098.1349.11184.51128.3450th-Percentile Queue Length [ft]
3.803.885.794.845.421.501.323.931.967.385.1350th-Percentile Queue Length [veh]
NoNoYesNoNoYesNoNoNoYesNoCritical Lane Group
BBEBBDBBDCDLane Group LOS
17.9117.9075.5113.6613.5438.5515.9818.0135.1022.7635.48d, Delay for Lane Group [s/veh]
0.430.430.950.520.520.570.190.430.500.700.76X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.400.3940.681.030.913.810.150.401.822.675.42d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.330.230.230.110.110.110.110.230.18k, delay calibration
17.5117.5134.8312.6312.6334.7315.8317.6033.2820.0930.05d1, Uniform Delay [s]
718734201864973134622732211706345c, Capacity [veh/h]
186019005931688190018101615190091718331080s, saturation flow rate [veh/h]
0.160.160.320.270.270.040.070.170.110.270.24(v / s)_i Volume / Saturation Flow Rate
0.390.390.390.510.510.070.390.390.390.390.39g / C, Green / Cycle
303030404063030303030g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.002.000.000.000.000.000.002.000.002.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
7878787878787878787878C, Cycle Length [s]
CCLCCLRCLCLLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
13.57 13.6638.55 75.51 17.9117.9115.9835.48 22.76d_M, Delay for Movement [s/veh] 18.0122.76 35.10
B BD BE BBCMovement LOS D BC D
15.45 31.47d_A, Approach Delay [s/veh] 20.8927.16
B CApproach LOS C C
23.33d_I, Intersection Delay [s/veh]
CIntersection LOS
0.750Intersection V/C
----------------Ring 4
----------------Ring 3
------------8-6-Ring 2
------------432-Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
0.857Volume to Capacity (v/c):
DLevel Of Service:
48.6Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 19: Locust Ave / Casmalia Ave
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Casmalia StLocust AveLocust AveName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
329113140269226035842528755285198Total Analysis Volume [veh/h]
822835723658910672147149Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.76900.76900.76900.76900.76900.76900.76900.76900.76900.76900.76900.7690Peak Hour Factor
25387108207120027532722142219152Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
1830000000183000Site-Generated Trips [veh/h]
00101500068034155In-Process Volume [veh/h]
1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
678471468192264249378196141Base Volume Input [veh/h]
Casmalia StLocust AveLocust AveName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0100010001000100Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s]
02217026210301603117Split [s]
0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]
03030030300303003030Maximum Green [s]
077077077077Minimum Green [s]
--Lead--Lead--Lead--LeadLead / Lag
Auxiliary Signal Groups
061025083047Signal group
PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
12.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
481.95169.0485.72275.94376.59430.98299.30162.30169.42224.1195th-Percentile Queue Length [ft]
19.286.763.4311.0415.0617.2411.976.496.788.9695th-Percentile Queue Length [veh]
332.4493.9147.62169.26247.57291.08187.1390.1794.12130.4550th-Percentile Queue Length [ft]
13.303.761.906.779.9011.647.493.613.765.2250th-Percentile Queue Length [veh]
YesNoNoYesNoYesNoNoNoYesCritical Lane Group
EDCDDDDDDDLane Group LOS
59.0152.7422.5248.5551.4650.6448.2536.2836.1750.47d, Delay for Lane Group [s/veh]
0.940.800.180.870.890.900.880.460.460.84X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
23.868.250.147.7015.2114.298.170.940.877.80d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.380.110.110.110.270.280.120.110.110.11k, delay calibration
35.1444.4922.3940.8536.2536.3540.0835.3435.3042.67d1, Uniform Delay [s]
471175638299402473326358379236c, Capacity [veh/h]
1646177417931774158318631774176018631774s, saturation flow rate [veh/h]
0.270.080.070.150.230.230.160.090.090.11(v / s)_i Volume / Saturation Flow Rate
0.290.100.360.170.250.250.180.200.200.13g / C, Green / Cycle
29103617262618202013g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
101101101101101101101101101101C, Cycle Length [s]
CLCLRCLCCLLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
22.52 22.5248.55 52.74 59.0159.0151.4650.47 36.22d_M, Delay for Movement [s/veh] 50.6436.28 48.25
C CD ED EDDMovement LOS D DD D
40.42 57.50d_A, Approach Delay [s/veh] 50.2741.47
D EApproach LOS D D
48.62d_I, Intersection Delay [s/veh]
DIntersection LOS
0.857Intersection V/C
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
0.000Volume to Capacity (v/c):
CLevel Of Service:
21.4Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
Two-way stopControl Type:
Intersection 20: Locust Ave / North Driveway
Intersection Level Of Service Report
YesYesYesCrosswalk
0.000.000.00Grade [%]
35.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftThruLeftRightThruTurning Movement
Lane Configuration
WestboundSouthboundNorthboundApproach
North DrivewayLocust AveLocust AveName
Intersection Setup
000Pedestrian Volume [ped/h]
0067100486Total Analysis Volume [veh/h]
0016800122Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.0000Peak Hour Factor
0067100486Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
00380029Site-Generated Trips [veh/h]
002800097In-Process Volume [veh/h]
1.041.041.041.041.041.04Growth Rate
0.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
0033900346Base Volume Input [veh/h]
North DrivewayLocust AveLocust AveName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
CIntersection LOS
0.00d_I, Intersection Delay [s/veh]
CAAApproach LOS
16.290.000.00d_A, Approach Delay [s/veh]
0.000.000.000.000.000.0095th-Percentile Queue Length [ft]
0.000.000.000.000.000.0095th-Percentile Queue Length [veh]
BCAAAAMovement LOS
11.1521.430.008.310.000.00d_M, Delay for Movement [s/veh]
0.000.000.010.000.000.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
StopFreeFreePriority Scheme
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
0.000Volume to Capacity (v/c):
CLevel Of Service:
22.9Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
Two-way stopControl Type:
Intersection 21: Locust Ave / South Driveway
Intersection Level Of Service Report
YesYesYesCrosswalk
0.000.000.00Grade [%]
35.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftThruLeftRightThruTurning Movement
Lane Configuration
WestboundSouthboundNorthboundApproach
South DrivewayLocust AveLocust AveName
Intersection Setup
000Pedestrian Volume [ped/h]
290633380457Total Analysis Volume [veh/h]
70158100114Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.0000Peak Hour Factor
290633380457Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
29003800Site-Generated Trips [veh/h]
002800097In-Process Volume [veh/h]
1.041.041.041.041.041.04Growth Rate
0.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
0033900346Base Volume Input [veh/h]
South DrivewayLocust AveLocust AveName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
CIntersection LOS
0.56d_I, Intersection Delay [s/veh]
BAAApproach LOS
11.220.470.00d_A, Approach Delay [s/veh]
3.753.75105.45105.450.000.0095th-Percentile Queue Length [ft]
0.150.154.224.220.000.0095th-Percentile Queue Length [veh]
BCAAAAMovement LOS
11.2222.860.008.340.000.00d_M, Delay for Movement [s/veh]
0.050.000.010.030.000.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
StopFreeFreePriority Scheme
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
6.080Volume to Capacity (v/c):
FLevel Of Service:
2,394.6Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
Two-way stopControl Type:
Intersection 22: Linden Ave / North Driveway
Intersection Level Of Service Report
YesYesYesCrosswalk
0.000.000.00Grade [%]
35.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftRightThruThruLeftTurning Movement
Lane Configuration
EastboundSouthboundNorthboundApproach
North DrivewayLinden AveLinden AveName
Intersection Setup
000Pedestrian Volume [ped/h]
04574579537350Total Analysis Volume [veh/h]
01141142381840Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.0000Peak Hour Factor
04574579537350Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
04574577487280Site-Generated Trips [veh/h]
00020330In-Process Volume [veh/h]
1.041.041.041.041.041.04Growth Rate
0.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
000240Base Volume Input [veh/h]
North DrivewayLinden AveLinden AveName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
FIntersection LOS
420.58d_I, Intersection Delay [s/veh]
FAAApproach LOS
2394.620.000.00d_A, Approach Delay [s/veh]
1277.091277.090.000.000.000.0095th-Percentile Queue Length [ft]
51.0851.080.000.000.000.0095th-Percentile Queue Length [veh]
FFAAABMovement LOS
2362.152394.620.000.000.0012.35d_M, Delay for Movement [s/veh]
0.006.080.000.010.010.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
StopFreeFreePriority Scheme
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
3.353Volume to Capacity (v/c):
FLevel Of Service:
1,258.8Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
Two-way stopControl Type:
Intersection 23: Linden Ave / Middle Driveway
Intersection Level Of Service Report
YesYesYesCrosswalk
0.000.000.00Grade [%]
35.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftRightThruThruLeftTurning Movement
Lane Configuration
EastboundSouthboundNorthboundApproach
Center DrivewayLinden AveLinden AveName
Intersection Setup
000Pedestrian Volume [ped/h]
1837287482057183Total Analysis Volume [veh/h]
4618218751246Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.0000Peak Hour Factor
1837287482057183Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
18372874800183Site-Generated Trips [veh/h]
00020330In-Process Volume [veh/h]
1.041.041.041.041.041.04Growth Rate
0.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
000240Base Volume Input [veh/h]
Center DrivewayLinden AveLinden AveName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
FIntersection LOS
558.47d_I, Intersection Delay [s/veh]
FABApproach LOS
1256.840.0011.16d_A, Approach Delay [s/veh]
2176.682176.680.000.0026.0326.0395th-Percentile Queue Length [ft]
87.0787.070.000.001.041.0495th-Percentile Queue Length [veh]
FFAAABMovement LOS
1249.141258.770.000.000.0011.58d_M, Delay for Movement [s/veh]
0.353.350.010.000.000.25V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
StopFreeFreePriority Scheme
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
0.000Volume to Capacity (v/c):
FLevel Of Service:
62.2Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
Two-way stopControl Type:
Intersection 24: Linden Ave / South Driveway
Intersection Level Of Service Report
YesYesYesCrosswalk
0.000.000.00Grade [%]
35.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftRightThruThruLeftTurning Movement
Lane Configuration
EastboundSouthboundNorthboundApproach
South DrivewayLinden AveLinden AveName
Intersection Setup
000Pedestrian Volume [ped/h]
45700388190457Total Analysis Volume [veh/h]
114009748114Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.0000Peak Hour Factor
45700388190457Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
45700183183457Site-Generated Trips [veh/h]
00020330In-Process Volume [veh/h]
1.041.041.041.041.041.04Growth Rate
0.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
000240Base Volume Input [veh/h]
South DrivewayLinden AveLinden AveName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
FIntersection LOS
9.63d_I, Intersection Delay [s/veh]
CAAApproach LOS
21.480.007.03d_A, Approach Delay [s/veh]
136.44136.440.000.0086.3286.3295th-Percentile Queue Length [ft]
5.465.460.000.003.453.4595th-Percentile Queue Length [veh]
CFAAAAMovement LOS
21.4862.240.000.000.009.96d_M, Delay for Movement [s/veh]
0.690.000.000.000.000.39V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
StopFreeFreePriority Scheme
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
Intersection Analysis Summary
4/18/2017Report File: K:\...\5 OY CUM WP_WC_PM.pdf
Scenario 18 OY + Cum + Proj PMVistro File: K:\...\PA 108 B6_WC_PM.vistro
Revised Building 6
V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. forall other control types, they are taken for the whole intersection.
F77.60.000EB LeftHCM 2010Two-way stopLinden Ave / South Driveway24
F1,666.34.264EB LeftHCM 2010Two-way stopLinden Ave / Middle Driveway23
F3,066.47.523EB LeftHCM 2010Two-way stopLinden Ave / North Driveway22
C19.00.000WB LeftHCM 2010Two-way stopLocust Ave / South Driveway21
C18.00.000WB LeftHCM 2010Two-way stopLocust Ave / North Driveway20
C24.90.746WB LeftHCM 2010SignalizedLocust Ave / Casmalia Ave19
C30.40.675SB LeftHCM 2010SignalizedLocust Ave / Renaissance
Pkwy18
F237.32.125NB ThruHCM 2010SignalizedLinden Ave / Miro Way17
C21.70.768SB ThruHCM 2010SignalizedLocust Ave / Miro Way16
E65.40.969EB RightHCM 2010SignalizedAyala Dr / Baseline Rd15
E63.71.043EB LeftHCM 2010SignalizedAyala Dr / Renaissance Pkwy14
E63.61.088NB RightHCM 2010SignalizedAyala Dr / SR-210 EB Ramps13
B18.20.779NB LeftHCM 2010SignalizedAyala Dr / SR-210 WB
Ramps12
C26.50.457SB LeftHCM 2010SignalizedAyala Dr / Casmalia St11
F182.70.806SB LeftHCM 2010SignalizedBaseline Rd / Linden Ave10
F430.22.168EB RightHCM 2010SignalizedLinden Ave / Renaissance
Pkwy9
E60.80.708NB LeftHCM 2010SignalizedLinden Ave / Casmalia St8
B16.10.614WB LeftHCM 2010SignalizedBaseline Rd / Locust Ave7
E57.10.971NB ThruHCM 2010SignalizedAlder Ave / Baseline Rd6
A8.20.689WB LeftHCM 2010SignalizedMiro Way/Alder Ave5
F182.51.365WB RightHCM 2010SignalizedAlder Ave / Renaissance
Pkwy3
F210.31.461NB RightHCM 2010SignalizedAlder Ave / SR-210 EB
Ramps2
F210.51.423NB LeftHCM 2010SignalizedAlder Ave / SR-210 WB
Ramps1
LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
1.423Volume to Capacity (v/c):
FLevel Of Service:
210.5Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 1: Alder Ave / SR-210 WB Ramps
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
SR-210 WB RampsSR-210 WB RampsAlder AveName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
17210399000620557005711158Total Analysis Volume [veh/h]
43310000015513900143290Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.96100.96100.96101.00001.00001.00000.96100.96101.00001.00000.96100.9610Peak Hour Factor
16510383000596535005491113Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
00000000000281Site-Generated Trips [veh/h]
76012200031925400209490In-Process Volume [veh/h]
1.041.041.041.001.001.001.041.041.001.001.041.04Growth Rate
0.000.000.002.002.002.000.000.002.002.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
861025100026627000327329Base Volume Input [veh/h]
SR-210 WB RampsSR-210 WB RampsAlder AveName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoPedestrian Recall
NoNoNoNoMaximum Recall
NoNoNoNoMinimum Recall
0.02.00.00.00.00.00.02.00.00.02.02.0l2, Clearance Lost Time [s]
0.02.00.00.00.00.00.02.00.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
010000001000100Pedestrian Clearance [s]
050000050050Walk [s]
0.03.00.00.00.00.00.03.00.00.03.03.0Vehicle Extension [s]
0260000030006434Split [s]
0.01.00.00.00.00.00.01.00.00.01.01.0All red [s]
0.03.00.00.00.00.00.03.00.00.03.03.0Amber [s]
0300000030003030Maximum Green [s]
070000070077Minimum Green [s]
-----------LeadLead / Lag
Auxiliary Signal Groups
040000020061Signal group
SplitSplitSplitPermissProtectePermissPermissPermissPermissPermissPermissProtecteControl Type
Phasing & Timing
12.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
159.78387.281017.28539.8186.363437.4595th-Percentile Queue Length [ft]
6.3915.4940.6921.593.45137.5095th-Percentile Queue Length [veh]
88.76256.07688.62379.9747.982177.2950th-Percentile Queue Length [ft]
3.5510.2427.5415.201.9287.0950th-Percentile Queue Length [veh]
NoYesYesNoNoYesCritical Lane Group
CDFDAFLane Group LOS
31.3947.81148.9451.816.19504.66d, Delay for Lane Group [s/veh]
0.460.901.220.930.242.04X, volume / capacity
Lane Group Results
1.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.8112.96116.2320.090.05471.96d2, Incremental Delay [s]
1.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.230.500.400.110.50k, delay calibration
30.5834.8532.7031.726.1432.70d1, Uniform Delay [s]
4004445085972427569c, Capacity [veh/h]
162818101615190036181810s, saturation flow rate [veh/h]
0.110.220.380.290.160.64(v / s)_i Volume / Saturation Flow Rate
0.250.250.310.310.670.31g / C, Green / Cycle
232330306430g_i, Effective Green Time [s]
2.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
959595959595C, Cycle Length [s]
CLCCCLLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
0.00 0.000.00 47.81 31.3931.39148.94504.66 6.19d_M, Delay for Movement [s/veh] 51.810.00 0.00
CD CFAMovement LOS F D
0.00 42.66d_A, Approach Delay [s/veh] 102.97340.04
A DApproach LOS F F
210.47d_I, Intersection Delay [s/veh]
FIntersection LOS
1.423Intersection V/C
----------------Ring 4
----------------Ring 3
---------------6Ring 2
-------------421Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
1.461Volume to Capacity (v/c):
FLevel Of Service:
210.3Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 2: Alder Ave / SR-210 EB Ramps
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
SR-210 EB RampsSR-210 EB RampsAlder AveAlder AvenueName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
0008685352065625361913680Total Analysis Volume [veh/h]
0002171880164631553420Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00000.97400.97400.97401.00000.97400.97400.97400.97401.0000Peak Hour Factor
0008455343063924660313320Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
0002890000002810Site-Generated Trips [veh/h]
000221011502501252995910In-Process Volume [veh/h]
1.001.001.001.041.041.041.001.041.041.041.041.00Growth Rate
2.002.002.000.000.000.002.000.000.000.000.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
000322521903741162924420Base Volume Input [veh/h]
SR-210 EB RampsSR-210 EB RampsAlder AveAlder AvenueName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoPedestrian Recall
NoNoNoNoMaximum Recall
NoNoNoNoMinimum Recall
0.00.00.00.02.00.00.02.02.00.02.00.0l2, Clearance Lost Time [s]
0.00.00.00.02.00.00.02.02.00.02.00.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
000010001000100Pedestrian Clearance [s]
000050050050Walk [s]
0.00.00.00.03.00.00.03.03.00.03.00.0Vehicle Extension [s]
0000400050140360Split [s]
0.00.00.00.01.00.00.01.01.00.01.00.0All red [s]
0.00.00.00.03.00.00.03.03.00.03.00.0Amber [s]
0000300030300300Maximum Green [s]
000070077070Minimum Green [s]
--------Lead---Lead / Lag
Auxiliary Signal Groups
000080025060Signal group
PermissProtectePermissSplitSplitSplitPermissPermissProtectePermissPermissPermissControl Type
Phasing & Timing
12.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
1951.96241.58135.39233.802433.612121.0395th-Percentile Queue Length [ft]
78.089.665.429.3597.3484.8495th-Percentile Queue Length [veh]
1261.19143.3975.22137.611560.601393.1050th-Percentile Queue Length [ft]
50.455.743.015.5062.4255.7250th-Percentile Queue Length [veh]
YesNoNoYesYesNoCritical Lane Group
FCBDFFLane Group LOS
282.5523.8610.3141.37336.71262.79d, Delay for Lane Group [s/veh]
1.550.570.320.841.671.50X, volume / capacity
Lane Group Results
1.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.00d3, Initial Queue Delay [s]
254.410.990.096.45308.56234.65d2, Incremental Delay [s]
1.001.001.001.001.001.00I, Upstream Filtering Factor
0.500.130.110.110.500.50k, delay calibration
28.1422.8710.2234.9228.1428.14d1, Uniform Delay [s]
5616302024300595661c, Capacity [veh/h]
161518113618181017121900s, saturation flow rate [veh/h]
0.540.200.180.140.580.52(v / s)_i Volume / Saturation Flow Rate
0.350.350.560.170.350.35g / C, Green / Cycle
303048143030g_i, Effective Green Time [s]
2.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
868686868686C, Cycle Length [s]
RCCLCCLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
23.86 282.5523.86 0.00 0.000.000.000.00 283.03d_M, Delay for Movement [s/veh] 10.31336.71 41.37
C FCFMovement LOS BF D
207.16 0.00d_A, Approach Delay [s/veh] 18.96299.75
F AApproach LOS F B
210.29d_I, Intersection Delay [s/veh]
FIntersection LOS
1.461Intersection V/C
----------------Ring 4
----------------Ring 3
-------------865Ring 2
---------------2Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
1.365Volume to Capacity (v/c):
FLevel Of Service:
182.5Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 3: Alder Ave / Renaissance Pkwy
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Renaissance PkwyRenaissance PkwyAlder AvenueAlder AvenueName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
603213478127215320580655267128483Total Analysis Volume [veh/h]
1515312206838512021381732121Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.95000.95000.95000.95000.95000.95000.95000.95000.95000.95000.95000.9500Peak Hour Factor
573202457725814519576652464122079Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
281910091000289000Site-Generated Trips [veh/h]
19754245142821032421243861070In-Process Volume [veh/h]
1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate
0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
915520251206188504107255879Base Volume Input [veh/h]
Renaissance PkwyRenaissance PkwyAlder AvenueAlder AvenueName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0100010001000100Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s]
01911019110494101911Split [s]
0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]
03030030300303003030Maximum Green [s]
077077077077Minimum Green [s]
--Lead--Lead--Lead--LeadLead / Lag
Auxiliary Signal Groups
047083061025Signal group
PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
16.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
1912.78224.5149.05168.24176.59221.7898.70518.01480.221425.791434.8688.5795th-Percentile Queue Length [ft]
76.518.981.966.737.068.873.9520.7219.2157.0357.393.5495th-Percentile Queue Length [veh]
1212.04130.7427.2593.4798.10126.4854.83361.99331.03935.78943.6249.2150th-Percentile Queue Length [ft]
48.485.231.093.743.925.062.1914.4813.2437.4337.741.9750th-Percentile Queue Length [veh]
YesNoNoNoNoYesNoNoYesYesNoNoCritical Lane Group
FDDDDFBCDFFDLane Group LOS
612.6446.3744.9837.8237.1987.6512.6925.0443.57251.67249.0147.13d, Delay for Lane Group [s/veh]
2.250.680.480.510.501.040.250.840.931.461.450.67X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
575.0811.083.625.324.7546.280.166.0514.39217.75215.096.17d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.500.500.110.500.500.110.110.340.270.500.500.11k, delay calibration
37.5635.2841.3632.5032.4441.3712.5319.0029.1833.9233.9240.96d1, Uniform Delay [s]
26831598338366147819963595460468124c, Capacity [veh/h]
161519001810175319001810161519001810186719001810s, saturation flow rate [veh/h]
0.370.110.030.100.100.080.130.420.310.360.360.05(v / s)_i Volume / Saturation Flow Rate
0.170.170.050.190.190.080.510.510.330.250.250.07g / C, Green / Cycle
151551717746463022226g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
909090909090909090909090C, Cycle Length [s]
CCLCCLRCLCCLLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
37.40 37.8287.65 44.98 612.6446.3712.6947.13 250.26d_M, Delay for Movement [s/veh] 25.04251.67 43.57
D DF FD DBFMovement LOS D CF D
52.66 441.96d_A, Approach Delay [s/veh] 29.97238.57
D FApproach LOS F C
182.55d_I, Intersection Delay [s/veh]
FIntersection LOS
1.365Intersection V/C
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
0.689Volume to Capacity (v/c):
ALevel Of Service:
8.2Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 5: Miro Way/Alder Ave
Intersection Level Of Service Report
YesYesYesCrosswalk
0.000.000.00Grade [%]
35.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftThruLeftRightThruTurning Movement
Lane Configuration
WestboundSouthboundNorthboundApproach
Miro WayAlder AvenueAlder AveName
Intersection Setup
000Bicycle Volume [bicycles/h]
000Pedestrian Volume [ped/h]
000000Local Bus Stopping Rate [/h]
000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
213322660127318732Total Analysis Volume [veh/h]
53811653280183Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.97100.97100.97100.97100.97100.9710Peak Hour Factor
207313641123309711Total Hourly Volume [veh/h]
000000Right-Turn on Red Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
0274002740Site-Generated Trips [veh/h]
1803314110235238In-Process Volume [veh/h]
1.041.041.041.041.041.04Growth Rate
0.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
266481200455Base Volume Input [veh/h]
Miro WayAlder AvenueAlder AveName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.0Detector Location [ft]
NoNoNoPedestrian Recall
NoNoNoMaximum Recall
NoNoNoMinimum Recall
0.02.02.00.00.02.0l2, Clearance Lost Time [s]
0.02.02.00.00.02.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
010100010Pedestrian Clearance [s]
055005Walk [s]
0.03.03.00.00.03.0Vehicle Extension [s]
067230023Split [s]
0.01.01.00.00.01.0All red [s]
0.03.03.00.00.03.0Amber [s]
030300030Maximum Green [s]
077007Minimum Green [s]
-Lead----Lead / Lag
Auxiliary Signal Groups
046002Signal group
PermissivePermissivePermissivePermissivePermissivePermissiveControl Type
Phasing & Timing
12.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
64.20105.8935.0836.9669.4765.7395th-Percentile Queue Length [ft]
2.574.241.401.482.782.6395th-Percentile Queue Length [veh]
35.6658.8319.4920.5338.6036.5250th-Percentile Queue Length [ft]
1.432.350.780.821.541.4650th-Percentile Queue Length [veh]
NoYesNoNoYesNoCritical Lane Group
BBABAALane Group LOS
14.2316.055.0013.126.285.91d, Delay for Lane Group [s/veh]
0.530.720.330.360.550.50X, volume / capacity
Lane Group Results
1.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.00d3, Initial Queue Delay [s]
1.102.180.100.640.500.37d2, Incremental Delay [s]
1.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.110.110.11k, delay calibration
13.1313.874.9112.485.785.54d1, Uniform Delay [s]
40044820033489511052c, Capacity [veh/h]
16151810361854617171900s, saturation flow rate [veh/h]
0.130.180.180.230.310.28(v / s)_i Volume / Saturation Flow Rate
0.250.250.550.550.550.55g / C, Green / Cycle
101022222222g_i, Effective Green Time [s]
2.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.002.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
404040404040C, Cycle Length [s]
RLCLCCLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
5.00 16.05 14.236.02d_M, Delay for Movement [s/veh] 13.126.28
BA BAMovement LOS BA
15.326.31d_A, Approach Delay [s/veh] 6.10
BAApproach LOS A
8.25d_I, Intersection Delay [s/veh]
AIntersection LOS
0.689Intersection V/C
----------------Ring 4
----------------Ring 3
--------------6-Ring 2
------------4-2-Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
0.971Volume to Capacity (v/c):
ELevel Of Service:
57.1Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 6: Alder Ave / Baseline Rd
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00215.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000100000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Baseline RdBaseline RdAlder AveAlder AveName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
20946281745391611806622064063875Total Analysis Volume [veh/h]
5211620181354045166521016019Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.96500.96500.96500.96500.96500.96500.96500.96500.96500.96500.96500.9650Peak Hour Factor
20244678715201551746391993961672Total Hourly Volume [veh/h]
6200000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000009191183001830Site-Generated Trips [veh/h]
906135051222316054131070In-Process Volume [veh/h]
1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate
0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
108370416845140582851392531369Base Volume Input [veh/h]
Baseline RdBaseline RdAlder AveAlder AveName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoMaximum Recall
NoYesNoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0100010001000100Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s]
02911034160241403121Split [s]
0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]
0307030300303003030Maximum Green [s]
077077077077Minimum Green [s]
--Lead--Lead--Lead--LeadLead / Lag
Auxiliary Signal Groups
047083025061Signal group
PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
16.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
178.92438.7792.0653.06500.04180.06119.98575.13218.53945.4784.3895th-Percentile Queue Length [ft]
7.1617.553.682.1220.007.204.8023.018.7437.823.3895th-Percentile Queue Length [veh]
99.40297.3751.1429.48347.24100.0366.65409.25126.35660.5546.8850th-Percentile Queue Length [ft]
3.9811.892.051.1813.894.002.6716.375.0526.421.8850th-Percentile Queue Length [veh]
NoYesNoNoNoYesNoNoYesYesNoCritical Lane Group
CDDCDDCDDFDLane Group LOS
30.0047.9750.2223.5747.1448.6820.1542.8147.14113.9749.32d, Delay for Lane Group [s/veh]
0.480.910.690.150.910.810.290.900.831.140.65X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.8414.436.870.1315.927.500.2515.667.2581.586.00d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.280.110.110.370.110.110.500.110.500.11k, delay calibration
29.1733.5543.3523.4431.2241.1819.9127.1539.8832.3943.32d1, Uniform Delay [s]
433509118506595200628739247595116c, Capacity [veh/h]
16151900181016151900181016151900181018801810s, saturation flow rate [veh/h]
0.130.240.040.050.280.090.110.350.110.360.04(v / s)_i Volume / Saturation Flow Rate
0.270.270.070.310.310.110.390.390.140.320.06g / C, Green / Cycle
25256303010373713306g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
9595959595959595959595C, Cycle Length [s]
RCLRCLRCLCLLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
47.14 23.5748.68 50.22 30.0047.9720.1549.32 113.97d_M, Delay for Movement [s/veh] 42.81113.97 47.14
D CD CD DCFMovement LOS D DF D
45.21 43.22d_A, Approach Delay [s/veh] 39.77107.53
D DApproach LOS F D
57.15d_I, Intersection Delay [s/veh]
EIntersection LOS
0.971Intersection V/C
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
0.614Volume to Capacity (v/c):
BLevel Of Service:
16.1Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 7: Baseline Rd / Locust Ave
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Baseline RdBaseline RdLocust AveLocust AveName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
6655041126701601082271106017078Total Analysis Volume [veh/h]
16138103217515275728154320Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.88000.88000.88000.88000.88000.88000.88000.88000.88000.88000.88000.8800Peak Hour Factor
58484361116175395200975315069Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
138300138294618270130In-Process Volume [veh/h]
1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate
0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
43386351074612347175675113266Base Volume Input [veh/h]
Baseline RdBaseline RdLocust AveLocust AveName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0100010001000100Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s]
03511037130281402814Split [s]
0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]
03030030300303003030Maximum Green [s]
077077077077Minimum Green [s]
--Lead--Lead--Lead--LeadLead / Lag
Auxiliary Signal Groups
047083025061Signal group
PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
16.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
99.82102.7817.2334.65109.8924.0336.4484.4342.1320.2362.4830.4695th-Percentile Queue Length [ft]
3.994.110.691.394.400.961.463.381.690.812.501.2295th-Percentile Queue Length [veh]
55.4657.109.5719.2561.0513.3520.2446.9123.4011.2434.7116.9250th-Percentile Queue Length [ft]
2.222.280.380.772.440.530.811.880.940.451.390.6850th-Percentile Queue Length [veh]
NoNoYesNoYesNoNoYesNoNoNoYesCritical Lane Group
BBCBBBBBBBBBLane Group LOS
15.5615.4720.5612.3314.6319.7416.0218.4318.9615.9718.0919.28d, Delay for Lane Group [s/veh]
0.650.650.350.280.710.390.380.670.500.240.570.43X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
1.551.481.760.350.931.570.812.311.730.471.701.56d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.110.110.110.110.110.110.110.110.11k, delay calibration
14.0114.0018.7911.9813.7018.1615.2116.1217.2315.5016.3917.73d1, Uniform Delay [s]
465483117444994155288338221254299184c, Capacity [veh/h]
183019001810161536181810161519001810161519001810s, saturation flow rate [veh/h]
0.170.160.020.080.190.030.070.120.060.040.090.04(v / s)_i Volume / Saturation Flow Rate
0.250.250.060.270.270.090.180.180.120.160.160.10g / C, Green / Cycle
1111311114775774g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
424242424242424242424242C, Cycle Length [s]
CCLRCLRCLRCLLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
14.63 12.3319.74 20.56 15.5615.5116.0219.28 18.09d_M, Delay for Movement [s/veh] 18.4315.97 18.96
B BB BC BBBMovement LOS B BB B
14.65 15.83d_A, Approach Delay [s/veh] 17.9717.98
B BApproach LOS B B
16.08d_I, Intersection Delay [s/veh]
BIntersection LOS
0.614Intersection V/C
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
0.708Volume to Capacity (v/c):
ELevel Of Service:
60.8Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 8: Linden Ave / Casmalia St
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Casmalia StCasmalia StLinden AveLinden AveName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
3318722303046144872291366207Total Analysis Volume [veh/h]
84768761511218731652Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.89700.89700.89700.89700.89700.89700.89700.89700.89700.89700.89700.8970Peak Hour Factor
3016820272735540265261259186Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
001500000000183Site-Generated Trips [veh/h]
04800110001400180In-Process Volume [veh/h]
1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate
0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
2911552615753387492512393Base Volume Input [veh/h]
Casmalia StCasmalia StLinden AveLinden AveName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0100010001000100Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s]
02911030120382102811Split [s]
0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]
03030030300303003030Maximum Green [s]
077077077077Minimum Green [s]
--Lead--Lead--Lead--LeadLead / Lag
Auxiliary Signal Groups
047083061025Signal group
PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
16.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
202.9223.75301.5263.53260.7532.8430.735.2227.01476.7895th-Percentile Queue Length [ft]
8.120.9512.062.5410.431.311.230.211.0819.0795th-Percentile Queue Length [veh]
114.9913.20188.8435.30157.7518.2517.072.9015.00287.6350th-Percentile Queue Length [ft]
4.600.537.551.416.310.730.680.120.6011.5150th-Percentile Queue Length [veh]
NoYesYesNoYesNoNoNoNoYesCritical Lane Group
DDDDBBDAAFLane Group LOS
37.2445.9541.5445.0717.8511.5845.319.519.86254.71d, Delay for Lane Group [s/veh]
0.680.350.880.540.550.070.390.010.061.46X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
2.463.396.704.022.640.153.210.030.12213.17d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.110.500.500.110.500.500.11k, delay calibration
34.7842.5634.8341.0415.2211.4342.109.489.7441.54d1, Uniform Delay [s]
32562380112818962758771032142c, Capacity [veh/h]
1851181018701810161519001810161519001810s, saturation flow rate [veh/h]
0.120.010.180.030.280.040.020.010.030.11(v / s)_i Volume / Saturation Flow Rate
0.180.030.200.060.510.510.040.540.540.08g / C, Green / Cycle
1631864646449497g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
90909090909090909090C, Cycle Length [s]
CLCLCCLRCLLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
41.54 41.5445.07 45.95 37.2437.2417.85254.71 9.86d_M, Delay for Movement [s/veh] 11.589.51 45.31
D DD DD DBAMovement LOS F BA D
42.08 38.03d_A, Approach Delay [s/veh] 18.48187.06
D DApproach LOS F B
60.78d_I, Intersection Delay [s/veh]
EIntersection LOS
0.708Intersection V/C
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
2.168Volume to Capacity (v/c):
FLevel Of Service:
430.2Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 9: Linden Ave / Renaissance Pkwy
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Renaissance PkwyRenaissance PkwyLinden AveLinden AveName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
422117906813453440075818202514Total Analysis Volume [veh/h]
11531981708681001920551128Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.92500.92500.92500.92500.92500.92500.92501.00000.92500.92500.92500.9250Peak Hour Factor
391957316303193137069757187475Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
00639548701500637183365Site-Generated Trips [veh/h]
14979282121000101204110In-Process Volume [veh/h]
1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate
0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
2494001843021057000Base Volume Input [veh/h]
Renaissance PkwyRenaissance PkwyLinden AveLinden AveName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.00.00.02.00.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.00.00.02.00.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0100010001000100Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.00.00.03.00.0Vehicle Extension [s]
034230221104500450Split [s]
0.01.01.00.01.01.00.01.00.00.01.00.0All red [s]
0.03.03.00.03.03.00.03.00.00.03.00.0Amber [s]
030300303003000300Maximum Green [s]
077077070070Minimum Green [s]
--Lead--Lead------Lead / Lag
Auxiliary Signal Groups
047083060020Signal group
PermissPermissProtectePermissPermissProtectePermissPermissPermissPermissPermissPermissControl Type
Phasing & Timing
12.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
80.6885.212341.122082.50384.6835.8519.670.00107.244671.6395th-Percentile Queue Length [ft]
3.233.4193.6483.3015.391.430.790.004.29186.8795th-Percentile Queue Length [veh]
44.8247.341493.171317.55253.9919.9210.930.0059.582895.4050th-Percentile Queue Length [ft]
1.791.8959.7352.7010.160.800.440.002.38115.8250th-Percentile Queue Length [veh]
NoNoYesYesNoNoNoNoNoYesCritical Lane Group
CBFFEDBAEFLane Group LOS
20.0219.98518.52551.1764.2145.2613.720.0078.37517.57d, Delay for Lane Group [s/veh]
0.190.192.052.120.910.420.050.000.942.08X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.630.59483.08515.1128.913.410.030.0033.36490.62d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.500.500.500.500.500.110.110.110.110.50k, delay calibration
19.3919.3935.4436.0635.3041.8513.690.0045.0126.95d1, Uniform Delay [s]
6576963853213788173586580738c, Capacity [veh/h]
179219001810161519001810161519005621502s, saturation flow rate [veh/h]
0.070.070.440.420.180.020.020.000.131.02(v / s)_i Volume / Saturation Flow Rate
0.370.370.210.200.200.040.460.460.460.46g / C, Green / Cycle
3333191818441414141g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.002.002.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
90909090909090909090C, Cycle Length [s]
CCLCCLRCLCLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
64.21 551.1745.26 518.52 20.0220.0013.72517.57 517.57d_M, Delay for Movement [s/veh] 0.00517.57 78.37
E FD CF BBFMovement LOS F AF E
376.45 397.59d_A, Approach Delay [s/veh] 55.88517.57
F FApproach LOS F E
430.20d_I, Intersection Delay [s/veh]
FIntersection LOS
2.168Intersection V/C
----------------Ring 4
----------------Ring 3
-------------876Ring 2
-------------432Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
0.806Volume to Capacity (v/c):
FLevel Of Service:
182.7Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 10: Baseline Rd / Linden Ave
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Baseline RdBaseline RdLinden AveLinden AveName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
48350510059686141918558901237Total Analysis Volume [veh/h]
12112625151723551392239Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.93400.93400.93400.93400.93400.93400.93400.93400.93400.93400.93400.9340Peak Hour Factor
4514729355641131817521841135Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
3660000000366000Site-Generated Trips [veh/h]
7986130158121731451010In-Process Volume [veh/h]
1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate
0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
63717753464111310711034Base Volume Input [veh/h]
Baseline RdBaseline RdLinden AveLinden AveName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.00.00.02.00.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.00.00.02.00.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0100010001000100Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.00.00.03.00.0Vehicle Extension [s]
060170541101900190Split [s]
0.01.01.00.01.01.00.01.00.00.01.00.0All red [s]
0.03.03.00.03.03.00.03.00.00.03.00.0Amber [s]
030300303003000300Maximum Green [s]
077077070070Minimum Green [s]
--Lead--Lead------Lead / Lag
Auxiliary Signal Groups
047083060020Signal group
PermissPermissProtectePermissPermissProtectePermissPermissPermissPermissPermissPermissControl Type
Phasing & Timing
12.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
172.34168.82110.47138.25141.6315.8230.851947.7278.4343.1195th-Percentile Queue Length [ft]
6.896.754.425.535.670.631.2377.913.141.7295th-Percentile Queue Length [veh]
95.7493.7961.3776.8178.688.7917.141221.0243.5723.9550th-Percentile Queue Length [ft]
3.833.752.453.073.150.350.6948.841.740.9650th-Percentile Queue Length [veh]
YesNoNoNoNoYesNoYesNoNoCritical Lane Group
AADAADCFCCLane Group LOS
8.077.3650.068.528.5047.4532.10799.1533.7834.13d, Delay for Lane Group [s/veh]
0.440.390.770.320.320.320.132.650.330.18X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
1.300.919.030.720.704.220.19756.680.720.30d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.500.500.110.500.500.110.110.500.110.11k, delay calibration
6.766.4641.047.807.8043.2331.9042.4733.0733.83d1, Uniform Delay [s]
109112841301159119243291210270276c, Capacity [veh/h]
1615190018101848190018101742142416151231s, saturation flow rate [veh/h]
0.300.270.060.200.200.010.020.390.060.04(v / s)_i Volume / Saturation Flow Rate
0.680.680.070.630.630.020.170.170.170.17g / C, Green / Cycle
616165757215151515g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.002.000.002.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
90909090909090909090C, Cycle Length [s]
RCLCCLCLRCLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
8.51 8.5247.45 50.06 8.077.3632.1034.13 34.13d_M, Delay for Movement [s/veh] 32.1033.78 799.15
A AD AD ACCMovement LOS C CC F
9.23 11.60d_A, Approach Delay [s/veh] 751.4533.91
A BApproach LOS C F
182.66d_I, Intersection Delay [s/veh]
FIntersection LOS
0.806Intersection V/C
----------------Ring 4
----------------Ring 3
-------------876Ring 2
-------------432Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
0.457Volume to Capacity (v/c):
CLevel Of Service:
26.5Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 11: Ayala Dr / Casmalia St
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Casmalia StCasmalia StAyala DrAyala DrName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
83472263563710218594426203Total Analysis Volume [veh/h]
29186614925412310651Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.92800.92800.92800.92800.92800.92800.92800.92800.92800.92800.92800.9280Peak Hour Factor
7326724452349202587395188Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
0000000000015Site-Generated Trips [veh/h]
09010091110001338In-Process Volume [veh/h]
1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate
0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
7226413841328185584367130Base Volume Input [veh/h]
Casmalia StCasmalia StAyala DrAyala DrName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0100010001000100Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s]
01913025190191603633Split [s]
0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]
03030030300303003030Maximum Green [s]
077077077077Minimum Green [s]
--Lead--Lead--Lead--LeadLead / Lag
Auxiliary Signal Groups
047083061025Signal group
PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
16.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
6.2026.6375.56252.6845.6838.7463.7664.096.59111.94118.23206.3195th-Percentile Queue Length [ft]
0.251.073.0210.111.831.552.552.560.264.484.738.2595th-Percentile Queue Length [veh]
3.4414.8041.98151.6825.3821.5235.4235.603.6662.1965.69117.4550th-Percentile Queue Length [ft]
0.140.591.686.071.020.861.421.420.152.492.634.7050th-Percentile Queue Length [veh]
NoNoYesYesNoNoYesNoNoNoNoYesCritical Lane Group
CCDDCDBBDBBDLane Group LOS
28.7129.1545.7343.3930.9444.9115.7715.7551.4210.8110.7744.66d, Delay for Lane Group [s/veh]
0.020.090.600.870.160.420.140.140.260.250.250.82X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.030.104.787.760.213.220.360.357.150.610.576.77d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.110.110.110.500.500.110.500.500.11k, delay calibration
28.6829.0540.9535.6330.7341.6915.4115.4044.2710.2010.2037.89d1, Uniform Delay [s]
33038912030235587811824199971063247c, Capacity [veh/h]
161519001810161519001810187119001810178319001810s, saturation flow rate [veh/h]
0.000.020.040.160.030.020.060.060.000.140.140.11(v / s)_i Volume / Saturation Flow Rate
0.200.200.070.190.190.050.430.430.010.560.560.14g / C, Green / Cycle
181861717439391505012g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
909090909090909090909090C, Cycle Length [s]
RCLRCLCCLCCLLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
30.94 43.3944.91 45.73 28.7129.1515.7744.66 10.78d_M, Delay for Movement [s/veh] 15.7610.81 51.42
C DD CD CBBMovement LOS D BB D
41.59 39.59d_A, Approach Delay [s/veh] 16.5320.30
D DApproach LOS C B
26.54d_I, Intersection Delay [s/veh]
CIntersection LOS
0.457Intersection V/C
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
0.779Volume to Capacity (v/c):
BLevel Of Service:
18.2Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 12: Ayala Dr / SR-210 WB Ramps
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
SR-210 WB RampsSR-210 WB RampsAyala DrAyala DrName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
374687700021059700522441Total Analysis Volume [veh/h]
9322190005314900130110Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.92800.92800.92801.00001.00001.00000.92800.92801.00001.00000.92800.9280Peak Hour Factor
347681400019555400484409Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
150365000000000Site-Generated Trips [veh/h]
1380105000572450011910In-Process Volume [veh/h]
1.041.041.041.001.001.001.041.041.001.001.041.04Growth Rate
0.000.000.002.002.002.000.000.002.002.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
187633100013329700351384Base Volume Input [veh/h]
SR-210 WB RampsSR-210 WB RampsAyala DrAyala DrName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoPedestrian Recall
NoNoNoNoMaximum Recall
NoNoNoNoMinimum Recall
0.02.00.00.00.00.00.02.00.00.02.02.0l2, Clearance Lost Time [s]
0.02.00.00.00.00.00.02.00.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
010000001000100Pedestrian Clearance [s]
050000050050Walk [s]
0.03.00.00.00.00.00.03.00.00.03.03.0Vehicle Extension [s]
0310000031005928Split [s]
0.01.00.00.00.00.00.01.00.00.01.01.0All red [s]
0.03.00.00.00.00.00.03.00.00.03.03.0Amber [s]
0300000030003030Maximum Green [s]
070000070077Minimum Green [s]
-----------LeadLead / Lag
Auxiliary Signal Groups
040000020061Signal group
SplitSplitSplitPermissProtectePermissPermissPermissPermissPermissPermissProtecteControl Type
Phasing & Timing
12.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
175.26218.22193.63206.23197.7458.75117.1895th-Percentile Queue Length [ft]
7.018.737.758.257.912.354.6995th-Percentile Queue Length [veh]
97.36126.13108.29117.39111.2532.6465.1050th-Percentile Queue Length [ft]
3.895.054.334.704.451.312.6050th-Percentile Queue Length [veh]
NoYesNoYesNoNoYesCritical Lane Group
BBBCCACLane Group LOS
18.5319.6718.3422.0120.357.2923.48d, Delay for Lane Group [s/veh]
0.710.790.710.810.740.270.71X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
1.792.381.603.232.030.071.53d2, Incremental Delay [s]
1.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.110.110.110.11k, delay calibration
16.7417.2916.7418.7818.317.2121.94d1, Uniform Delay [s]
5265905894975431928620c, Capacity [veh/h]
1615181118101740190036183514s, saturation flow rate [veh/h]
0.230.260.230.230.210.140.13(v / s)_i Volume / Saturation Flow Rate
0.330.330.330.290.290.530.18g / C, Green / Cycle
18181816163010g_i, Effective Green Time [s]
2.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
56565656565656C, Cycle Length [s]
RCLCCCLLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
0.00 0.000.00 19.03 18.5319.6722.0123.48 7.29d_M, Delay for Movement [s/veh] 20.890.00 0.00
BB BCAMovement LOS C C
0.00 18.89d_A, Approach Delay [s/veh] 21.1814.70
A BApproach LOS B C
18.17d_I, Intersection Delay [s/veh]
BIntersection LOS
0.779Intersection V/C
----------------Ring 4
----------------Ring 3
---------------6Ring 2
-------------421Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
1.088Volume to Capacity (v/c):
ELevel Of Service:
63.6Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 13: Ayala Dr / SR-210 EB Ramps
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
SR-210 EB RampsSR-210 EB RampsAyala DrAyala DrName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
000544833009814079746300Total Analysis Volume [veh/h]
00013628302451022441570Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00000.96900.96900.96901.00000.96900.96900.96900.96901.0000Peak Hour Factor
000527832009513949446100Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
0000000365037000Site-Generated Trips [veh/h]
00080830138212188460In-Process Volume [veh/h]
1.001.001.001.041.041.041.001.041.041.041.041.00Growth Rate
2.002.002.000.000.000.002.000.000.000.000.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
000499822804311753715420Base Volume Input [veh/h]
SR-210 EB RampsSR-210 EB RampsAyala DrAyala DrName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoPedestrian Recall
NoNoNoNoMaximum Recall
NoNoNoNoMinimum Recall
0.00.00.00.02.00.00.02.02.00.02.00.0l2, Clearance Lost Time [s]
0.00.00.00.02.00.00.02.02.00.02.00.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
000010001000100Pedestrian Clearance [s]
000050050050Walk [s]
0.00.00.00.03.00.00.03.03.00.03.00.0Vehicle Extension [s]
0000310059130460Split [s]
0.00.00.00.01.00.00.01.01.00.01.00.0All red [s]
0.00.00.00.03.00.00.03.03.00.03.00.0Amber [s]
0000300030300300Maximum Green [s]
000070077070Minimum Green [s]
--------Lead---Lead / Lag
Auxiliary Signal Groups
000080025060Signal group
PermissProtectePermissSplitSplitSplitPermissPermissProtectePermissPermissPermissControl Type
Phasing & Timing
12.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
196.98197.03197.81108.42140.881711.07132.6295th-Percentile Queue Length [ft]
7.887.887.914.345.6468.445.3095th-Percentile Queue Length [veh]
110.70110.74111.3060.2378.271125.6473.6850th-Percentile Queue Length [ft]
4.434.434.452.413.1345.032.9550th-Percentile Queue Length [veh]
YesNoNoNoYesYesNoCritical Lane Group
CCCACFBLane Group LOS
28.1427.9226.685.8529.50201.1013.44d, Delay for Lane Group [s/veh]
0.770.770.720.420.731.380.40X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
3.403.232.320.121.90181.670.16d2, Incremental Delay [s]
1.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.110.110.500.11k, delay calibration
24.7424.6924.365.7327.6119.4313.28d1, Uniform Delay [s]
37538042023585557041576c, Capacity [veh/h]
1615163918103618351416153618s, saturation flow rate [veh/h]
0.180.180.170.270.120.600.17(v / s)_i Volume / Saturation Flow Rate
0.230.230.230.650.160.440.44g / C, Green / Cycle
16161645113030g_i, Effective Green Time [s]
2.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
69696969696969C, Cycle Length [s]
RCLCLRCLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
27.92 28.0426.81 0.00 0.000.000.000.00 13.44d_M, Delay for Movement [s/veh] 5.85201.10 29.50
C CCBMovement LOS AF C
27.57 0.00d_A, Approach Delay [s/veh] 12.78127.39
C AApproach LOS F B
63.60d_I, Intersection Delay [s/veh]
EIntersection LOS
1.088Intersection V/C
----------------Ring 4
----------------Ring 3
-------------865Ring 2
---------------2Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
1.043Volume to Capacity (v/c):
ELevel Of Service:
63.7Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 14: Ayala Dr / Renaissance Pkwy
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Renaissance PkwyRenaissance PkwyAyala DrAyala DrName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
208418231615126105417792414179184Total Analysis Volume [veh/h]
52104640128152135195601019821Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.94600.94600.94600.94600.94600.94600.94600.94600.94600.94600.94600.9460Peak Hour Factor
197395221524845775127372283974879Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
02740027437036500000Site-Generated Trips [veh/h]
0731071124131895701410052In-Process Volume [veh/h]
1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate
0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
1894612788373566542192462326Base Volume Input [veh/h]
Renaissance PkwyRenaissance PkwyAyala DrAyala DrName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0100010001000100Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s]
02311024120332403122Split [s]
0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]
03030030300303003030Maximum Green [s]
077077077077Minimum Green [s]
--Lead--Lead--Lead--LeadLead / Lag
Auxiliary Signal Groups
047083025061Signal group
PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
16.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
350.30373.9531.49247.89262.431132.64700.19344.28288.4139.47408.26118.7295th-Percentile Queue Length [ft]
14.0114.961.269.9210.5045.3128.0113.7711.541.5816.334.7595th-Percentile Queue Length [veh]
226.81245.4817.49148.10159.02769.70509.32222.08178.7721.93272.8265.9650th-Percentile Queue Length [ft]
9.079.820.705.926.3630.7920.378.887.150.8810.912.6450th-Percentile Queue Length [veh]
YesNoNoNoNoYesYesNoNoNoNoYesCritical Lane Group
EDECCFFCECDELane Group LOS
56.7054.2457.4922.7522.62172.6579.4532.5055.3633.3145.6763.01d, Delay for Lane Group [s/veh]
0.890.880.400.430.421.261.010.650.880.110.910.78X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
13.0910.754.410.790.70131.7342.040.608.910.124.2711.18d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.200.190.110.220.220.500.500.110.110.110.110.11k, delay calibration
43.6143.5053.0821.9621.9240.9237.4131.9046.4533.1941.4051.82d1, Uniform Delay [s]
335376587598254855341197274387866108c, Capacity [veh/h]
169119001810174719001810161536181810161536181810s, saturation flow rate [veh/h]
0.180.170.010.190.180.340.330.220.130.030.220.05(v / s)_i Volume / Saturation Flow Rate
0.200.200.030.430.430.270.330.330.150.240.240.06g / C, Green / Cycle
2222449493037371727277g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
112112112112112112112112112112112112C, Cycle Length [s]
CCLCCLRCLRCLLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
22.66 22.75172.65 57.49 56.7054.7679.4563.01 45.67d_M, Delay for Movement [s/veh] 32.5033.31 55.36
C CF EE DFDMovement LOS E CC E
93.99 55.48d_A, Approach Delay [s/veh] 52.3046.71
F EApproach LOS D D
63.74d_I, Intersection Delay [s/veh]
EIntersection LOS
1.043Intersection V/C
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
0.969Volume to Capacity (v/c):
ELevel Of Service:
65.4Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 15: Ayala Dr / Baseline Rd
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Baseline RdBaseline RdAyala DrAyala DrName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
66628111438800318183633104131517350Total Analysis Volume [veh/h]
17157281092008046158263312988Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.98000.98000.98000.98000.98000.98000.98000.98000.98000.98000.98000.9800Peak Hour Factor
65615109429784312179620102128507343Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
01830183183000000183Site-Generated Trips [veh/h]
20840182191216107862805377In-Process Volume [veh/h]
1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate
0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
433351056239492695137112343780Base Volume Input [veh/h]
Baseline RdBaseline RdAyala DrAyala DrName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0100010001000100Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s]
02314024150291104123Split [s]
0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]
03030030300303003030Maximum Green [s]
077077077077Minimum Green [s]
--Lead--Lead--Lead--LeadLead / Lag
Auxiliary Signal Groups
047083025061Signal group
PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
16.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
396.27405.52153.15857.35844.40378.31466.20493.70144.04105.64462.75417.3795th-Percentile Queue Length [ft]
15.8516.226.1334.2933.7815.1318.6519.755.764.2318.5116.6995th-Percentile Queue Length [veh]
263.23270.6285.08609.18617.05248.93319.60342.0480.0258.69316.80280.1350th-Percentile Queue Length [ft]
10.5310.823.4024.3724.689.9612.7813.683.202.3512.6711.2150th-Percentile Queue Length [veh]
NoNoYesYesNoNoYesNoNoNoNoYesCritical Lane Group
EEEFFEEEECDELane Group LOS
56.9356.4460.09102.6085.9558.9961.8060.6160.5223.7035.2960.78d, Delay for Lane Group [s/veh]
0.890.890.781.091.040.900.920.920.780.210.710.91X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
13.5813.119.0564.5247.8814.5820.2219.039.210.175.5817.32d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.230.230.110.500.500.200.330.330.110.110.470.25k, delay calibration
43.3543.3451.0438.0738.0744.4141.5741.5751.3023.5329.7043.46d1, Uniform Delay [s]
384397142546617352427462134615724383c, Capacity [veh/h]
183719001810168119001810175519001810161519001810s, saturation flow rate [veh/h]
0.190.190.060.350.340.180.220.220.060.080.270.19(v / s)_i Volume / Saturation Flow Rate
0.210.210.080.330.330.190.240.240.070.380.380.21g / C, Green / Cycle
2424937372227278434324g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
113113113113113113113113113113113113C, Cycle Length [s]
CCLCCLCCLRCLLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
89.20 102.6058.99 60.09 56.9356.6661.8060.78 35.29d_M, Delay for Movement [s/veh] 61.0023.70 60.52
F FE EE EEDMovement LOS E EC E
86.80 57.15d_A, Approach Delay [s/veh] 61.1042.71
F EApproach LOS D E
65.41d_I, Intersection Delay [s/veh]
EIntersection LOS
0.969Intersection V/C
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
0.768Volume to Capacity (v/c):
CLevel Of Service:
21.7Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 16: Locust Ave / Miro Way
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Miro WayMiro WayLocust AveName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
1254491093926736775928410Total Analysis Volume [veh/h]
3111232981292192713Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.85900.85900.85900.85900.85900.85900.85900.85900.85900.85900.85900.8590Peak Hour Factor
10738698337563156482449Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
0274002740000000Site-Generated Trips [veh/h]
7810280551252274280In-Process Volume [veh/h]
1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate
0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
2810188442533642089Base Volume Input [veh/h]
Miro WayMiro WayLocust AveName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoPedestrian Recall
NoNoNoNoMaximum Recall
NoNoNoNoMinimum Recall
0.02.00.00.02.00.00.02.00.00.02.00.0l2, Clearance Lost Time [s]
0.02.00.00.02.00.00.02.00.00.02.00.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0100010001000100Pedestrian Clearance [s]
050050050050Walk [s]
0.03.00.00.03.00.00.03.00.00.03.00.0Vehicle Extension [s]
0470047004300430Split [s]
0.01.00.00.01.00.00.01.00.00.01.00.0All red [s]
0.03.00.00.03.00.00.03.00.00.03.00.0Amber [s]
0300030003000300Maximum Green [s]
070070070070Minimum Green [s]
------------Lead / Lag
Auxiliary Signal Groups
040080060020Signal group
PermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissControl Type
Phasing & Timing
12.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
YesLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
297.89192.81383.39220.4895th-Percentile Queue Length [ft]
11.927.7115.348.8295th-Percentile Queue Length [veh]
186.05107.71252.97127.7850th-Percentile Queue Length [ft]
7.444.3110.125.1150th-Percentile Queue Length [veh]
YesNoYesNoCritical Lane Group
BBDCLane Group LOS
15.0411.7237.3024.99d, Delay for Lane Group [s/veh]
0.590.400.850.51X, volume / capacity
Lane Group Results
1.001.001.001.00PF, progression factor
1.001.001.001.00Rp, platoon ratio
0.000.000.000.00d3, Initial Queue Delay [s]
2.601.178.340.68d2, Incremental Delay [s]
1.001.001.001.00I, Upstream Filtering Factor
0.500.500.250.11k, delay calibration
12.4410.5528.9624.31d1, Uniform Delay [s]
9881020530594c, Capacity [veh/h]
1640169514491656s, saturation flow rate [veh/h]
0.360.240.310.18(v / s)_i Volume / Saturation Flow Rate
0.580.580.330.33g / C, Green / Cycle
52523030g_i, Effective Green Time [s]
2.002.002.002.00l2, Clearance Lost Time [s]
2.002.002.002.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.00L, Total Lost Time per Cycle [s]
90909090C, Cycle Length [s]
CCCCLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
11.72 11.7211.72 15.04 15.0415.0437.3024.99 24.99d_M, Delay for Movement [s/veh] 37.3024.99 37.30
B BB BB BDCMovement LOS C DC D
11.72 15.04d_A, Approach Delay [s/veh] 37.3024.99
B BApproach LOS C D
21.73d_I, Intersection Delay [s/veh]
CIntersection LOS
0.768Intersection V/C
----------------Ring 4
----------------Ring 3
--------------86Ring 2
--------------42Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
2.125Volume to Capacity (v/c):
FLevel Of Service:
237.3Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 17: Linden Ave / Miro Way
Intersection Level Of Service Report
YesYesYesCrosswalk
0.000.000.00Grade [%]
35.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftRightThruThruLeftTurning Movement
Lane Configuration
EastboundSouthboundNorthboundApproach
Miro WayLinden AveName
Intersection Setup
000Bicycle Volume [bicycles/h]
000Pedestrian Volume [ped/h]
000000Local Bus Stopping Rate [/h]
000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
15543644665061971Total Analysis Volume [veh/h]
3910911116215518Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.69100.69100.69100.69100.69100.6910Peak Hour Factor
10730130844942849Total Hourly Volume [veh/h]
000000Right-Turn on Red Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
02742743663660Site-Generated Trips [veh/h]
792533836229In-Process Volume [veh/h]
1.041.041.041.041.041.04Growth Rate
0.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
27210019Base Volume Input [veh/h]
Miro WayLinden AveName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.0Detector Location [ft]
NoNoNoPedestrian Recall
NoNoNoMaximum Recall
NoNoNoMinimum Recall
0.02.00.02.02.00.0l2, Clearance Lost Time [s]
0.02.00.02.02.00.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
010010100Pedestrian Clearance [s]
050550Walk [s]
0.03.00.03.03.00.0Vehicle Extension [s]
023067670Split [s]
0.01.00.01.01.00.0All red [s]
0.03.00.03.03.00.0Amber [s]
030030300Maximum Green [s]
070770Minimum Green [s]
-Lead----Lead / Lag
Auxiliary Signal Groups
030620Signal group
PermissivePermissivePermissivePermissivePermissivePermissiveControl Type
Phasing & Timing
12.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
YesLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
1585.16757.892049.8395th-Percentile Queue Length [ft]
63.4130.3281.9995th-Percentile Queue Length [veh]
1005.81563.281185.5450th-Percentile Queue Length [ft]
40.2322.5347.4250th-Percentile Queue Length [veh]
YesNoYesCritical Lane Group
FDFLane Group LOS
392.8336.04423.72d, Delay for Lane Group [s/veh]
1.770.981.85X, volume / capacity
Lane Group Results
1.001.001.00PF, progression factor
1.001.001.00Rp, platoon ratio
0.000.000.00d3, Initial Queue Delay [s]
357.4023.05392.86d2, Incremental Delay [s]
1.001.001.00I, Upstream Filtering Factor
0.500.500.50k, delay calibration
35.4412.9930.86d1, Uniform Delay [s]
3341116373c, Capacity [veh/h]
15791595470s, saturation flow rate [veh/h]
0.370.691.47(v / s)_i Volume / Saturation Flow Rate
0.210.700.70g / C, Green / Cycle
196363g_i, Effective Green Time [s]
2.002.002.00l2, Clearance Lost Time [s]
0.000.002.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.00L, Total Lost Time per Cycle [s]
909090C, Cycle Length [s]
CCCLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
36.04 392.83 392.83423.72d_M, Delay for Movement [s/veh] 36.04423.72
FD FFMovement LOS DF
392.8336.04d_A, Approach Delay [s/veh] 423.72
FDApproach LOS F
237.29d_I, Intersection Delay [s/veh]
FIntersection LOS
2.125Intersection V/C
----------------Ring 4
----------------Ring 3
---------------6Ring 2
--------------32Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
0.675Volume to Capacity (v/c):
CLevel Of Service:
30.4Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 18: Locust Ave / Renaissance Pkwy
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Renaissance PkwyRenaissance PkwyLocust AveLocust AveName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
715921391906627971196314130278221Total Analysis Volume [veh/h]
18148354816520184979336955Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.91400.91400.91400.91400.91400.91400.91400.91400.91400.91400.91400.9140Peak Hour Factor
655411271746057265179287119254202Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
03651515365000183707Site-Generated Trips [veh/h]
41119484711193533175130120In-Process Volume [veh/h]
1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate
0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
2355621081246160121703611972Base Volume Input [veh/h]
Renaissance PkwyRenaissance PkwyLocust AveLocust AveName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoPedestrian Recall
NoNoNoNoNoMaximum Recall
NoNoNoNoNoMinimum Recall
0.02.00.00.02.02.00.02.00.00.02.00.0l2, Clearance Lost Time [s]
0.02.00.00.02.02.00.02.00.00.02.00.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0100010001000100Pedestrian Clearance [s]
050050050050Walk [s]
0.03.00.00.03.03.00.03.00.00.03.00.0Vehicle Extension [s]
02200472504300430Split [s]
0.01.00.00.01.01.00.01.00.00.01.00.0All red [s]
0.03.00.00.03.03.00.03.00.00.03.00.0Amber [s]
03000303003000300Maximum Green [s]
070077070070Minimum Green [s]
-----Lead------Lead / Lag
Auxiliary Signal Groups
040083020060Signal group
PermissPermissPermissPermissPermissProtectePermissPermissPermissPermissPermissPermissControl Type
Phasing & Timing
12.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
185.18191.26118.95184.79197.0969.3934.56101.65489.63235.99153.9095th-Percentile Queue Length [ft]
7.417.654.767.397.882.781.384.0719.599.446.1695th-Percentile Queue Length [veh]
102.88106.6066.08102.66110.7838.5519.2056.47304.90139.2385.5050th-Percentile Queue Length [ft]
4.124.262.644.114.431.540.772.2612.205.573.4250th-Percentile Queue Length [veh]
NoNoYesNoNoYesNoNoYesNoNoCritical Lane Group
BBCBBDBBFCCLane Group LOS
18.3618.3433.7112.6412.6038.7015.4316.56130.1820.0824.94d, Delay for Lane Group [s/veh]
0.460.460.610.460.460.580.110.271.160.590.50X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.470.452.810.540.503.910.080.1995.861.090.88d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.120.160.160.110.110.110.320.150.11k, delay calibration
17.8917.8930.9012.1012.1034.8015.3516.3734.3218.9824.06d1, Uniform Delay [s]
704732230898972136623733270694441c, Capacity [veh/h]
183019006581756190018101615190099317991206s, saturation flow rate [veh/h]
0.180.180.210.230.230.040.040.100.320.230.18(v / s)_i Volume / Saturation Flow Rate
0.390.390.390.510.510.070.390.390.390.390.39g / C, Green / Cycle
303030404063030303030g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.002.000.000.000.000.000.002.000.002.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
7878787878787878787878C, Cycle Length [s]
CCLCCLRCLCLLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
12.61 12.6438.70 33.71 18.3618.3515.4324.94 20.08d_M, Delay for Movement [s/veh] 16.5620.08 130.18
B BD BC BBCMovement LOS C BC F
14.83 21.01d_A, Approach Delay [s/veh] 77.8321.79
B CApproach LOS C E
30.44d_I, Intersection Delay [s/veh]
CIntersection LOS
0.675Intersection V/C
----------------Ring 4
----------------Ring 3
------------8-6-Ring 2
------------432-Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
0.746Volume to Capacity (v/c):
CLevel Of Service:
24.9Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 19: Locust Ave / Casmalia Ave
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Casmalia StLocust AveLocust AveName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
25511447541862422724395912027349Total Analysis Volume [veh/h]
6428121347616811015306812Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.93300.93300.93300.93300.93300.93300.93300.93300.93300.93300.93300.9330Peak Hour Factor
23810644501742262544105511225546Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
1830000001830000Site-Generated Trips [veh/h]
00395000430101736In-Process Volume [veh/h]
1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate
0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
53102543167217244177531117538Base Volume Input [veh/h]
Casmalia StLocust AveLocust AveName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0100010001000100Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s]
02121026260321402911Split [s]
0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]
03030030300303003030Maximum Green [s]
077077077077Minimum Green [s]
--Lead--Lead--Lead--LeadLead / Lag
Auxiliary Signal Groups
061025083047Signal group
PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
12.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
236.5233.92110.02171.20156.70261.2242.13101.57108.7235.2895th-Percentile Queue Length [ft]
9.461.364.406.856.2710.451.694.064.351.4195th-Percentile Queue Length [veh]
139.6218.8461.1295.1187.05158.1123.4156.4360.4019.6050th-Percentile Queue Length [ft]
5.580.752.443.803.486.320.942.262.420.7850th-Percentile Queue Length [veh]
YesNoNoYesNoYesNoNoNoYesCritical Lane Group
CCBCCCCCCCLane Group LOS
28.7132.2816.0031.4922.2126.2832.0020.4720.3132.21d, Delay for Lane Group [s/veh]
0.860.420.370.810.610.840.460.410.400.43X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
5.212.510.355.061.383.752.590.600.512.51d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.110.110.110.110.110.110.11k, delay calibration
23.5029.7715.6626.4420.8322.5329.4119.8719.8029.70d1, Uniform Delay [s]
428112653301444522128457508115c, Capacity [veh/h]
1693181018271810161519001810170919001810s, saturation flow rate [veh/h]
0.220.030.130.130.170.230.030.110.110.03(v / s)_i Volume / Saturation Flow Rate
0.250.060.360.170.270.270.070.270.270.06g / C, Green / Cycle
17423111818518184g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
66666666666666666666C, Cycle Length [s]
CLCLRCLCCLLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
16.00 16.0031.49 32.28 28.7128.7122.2132.21 20.35d_M, Delay for Movement [s/veh] 26.2820.47 32.00
B BC CC CCCMovement LOS C CC C
23.78 29.11d_A, Approach Delay [s/veh] 25.2821.70
C CApproach LOS C C
24.94d_I, Intersection Delay [s/veh]
CIntersection LOS
0.746Intersection V/C
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
0.000Volume to Capacity (v/c):
CLevel Of Service:
18.0Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
Two-way stopControl Type:
Intersection 20: Locust Ave / North Driveway
Intersection Level Of Service Report
YesYesYesCrosswalk
0.000.000.00Grade [%]
35.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftThruLeftRightThruTurning Movement
Lane Configuration
WestboundSouthboundNorthboundApproach
North DrivewayLocust AveLocust AveName
Intersection Setup
000Pedestrian Volume [ped/h]
0044400544Total Analysis Volume [veh/h]
0011100136Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.0000Peak Hour Factor
0044400544Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
00300014Site-Generated Trips [veh/h]
0010900280In-Process Volume [veh/h]
1.041.041.041.041.041.04Growth Rate
0.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
0029300240Base Volume Input [veh/h]
North DrivewayLocust AveLocust AveName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
CIntersection LOS
0.00d_I, Intersection Delay [s/veh]
BAAApproach LOS
14.830.000.00d_A, Approach Delay [s/veh]
0.000.000.000.000.000.0095th-Percentile Queue Length [ft]
0.000.000.000.000.000.0095th-Percentile Queue Length [veh]
BCAAAAMovement LOS
11.6318.030.008.480.000.00d_M, Delay for Movement [s/veh]
0.000.000.000.000.000.01V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
StopFreeFreePriority Scheme
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
0.000Volume to Capacity (v/c):
CLevel Of Service:
19.0Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
Two-way stopControl Type:
Intersection 21: Locust Ave / South Driveway
Intersection Level Of Service Report
YesYesYesCrosswalk
0.000.000.00Grade [%]
35.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftThruLeftRightThruTurning Movement
Lane Configuration
WestboundSouthboundNorthboundApproach
South DrivewayLocust AveLocust AveName
Intersection Setup
000Pedestrian Volume [ped/h]
140414300530Total Analysis Volume [veh/h]
4010480133Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.0000Peak Hour Factor
140414300530Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
14003000Site-Generated Trips [veh/h]
0010900280In-Process Volume [veh/h]
1.041.041.041.041.041.04Growth Rate
0.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
0029300240Base Volume Input [veh/h]
South DrivewayLocust AveLocust AveName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
CIntersection LOS
0.42d_I, Intersection Delay [s/veh]
BAAApproach LOS
11.680.580.00d_A, Approach Delay [s/veh]
1.951.9553.6553.650.000.0095th-Percentile Queue Length [ft]
0.080.082.152.150.000.0095th-Percentile Queue Length [veh]
BCAAAAMovement LOS
11.6819.000.008.540.000.00d_M, Delay for Movement [s/veh]
0.030.000.000.030.000.01V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
StopFreeFreePriority Scheme
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
7.523Volume to Capacity (v/c):
FLevel Of Service:
3,066.4Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
Two-way stopControl Type:
Intersection 22: Linden Ave / North Driveway
Intersection Level Of Service Report
YesYesYesCrosswalk
0.000.000.00Grade [%]
35.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftRightThruThruLeftTurning Movement
Lane Configuration
EastboundSouthboundNorthboundApproach
North DrivewayLinden AveLinden AveName
Intersection Setup
000Pedestrian Volume [ped/h]
04574578929440Total Analysis Volume [veh/h]
01141142232360Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.0000Peak Hour Factor
04574578929440Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
04574577307280Site-Generated Trips [veh/h]
0001612140In-Process Volume [veh/h]
1.001.001.001.001.001.00Growth Rate
0.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
000120Base Volume Input [veh/h]
North DrivewayLinden AveLinden AveName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
FIntersection LOS
509.59d_I, Intersection Delay [s/veh]
FAAApproach LOS
3066.430.000.00d_A, Approach Delay [s/veh]
1319.471319.470.000.000.000.0095th-Percentile Queue Length [ft]
52.7852.780.000.000.000.0095th-Percentile Queue Length [veh]
FFAAABMovement LOS
3021.383066.430.000.000.0011.96d_M, Delay for Movement [s/veh]
0.007.520.000.010.010.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
StopFreeFreePriority Scheme
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
4.264Volume to Capacity (v/c):
FLevel Of Service:
1,666.3Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
Two-way stopControl Type:
Intersection 23: Linden Ave / Middle Driveway
Intersection Level Of Service Report
YesYesYesCrosswalk
0.000.000.00Grade [%]
35.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftRightThruThruLeftTurning Movement
Lane Configuration
EastboundSouthboundNorthboundApproach
Center DrivewayLinden AveLinden AveName
Intersection Setup
000Pedestrian Volume [ped/h]
183728730162216183Total Analysis Volume [veh/h]
46182183415446Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.0000Peak Hour Factor
183728730162216183Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
18372873000183Site-Generated Trips [veh/h]
0001612140In-Process Volume [veh/h]
1.001.001.001.001.001.00Growth Rate
0.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
000120Base Volume Input [veh/h]
Center DrivewayLinden AveLinden AveName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
FIntersection LOS
689.09d_I, Intersection Delay [s/veh]
FAAApproach LOS
1663.390.005.11d_A, Approach Delay [s/veh]
2319.262319.260.000.0075.9775.9795th-Percentile Queue Length [ft]
92.7792.770.000.003.043.0495th-Percentile Queue Length [veh]
FFAAABMovement LOS
1651.721666.320.000.000.0011.14d_M, Delay for Movement [s/veh]
0.334.260.010.000.000.24V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
StopFreeFreePriority Scheme
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
0.000Volume to Capacity (v/c):
FLevel Of Service:
77.6Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
Two-way stopControl Type:
Intersection 24: Linden Ave / South Driveway
Intersection Level Of Service Report
YesYesYesCrosswalk
0.000.000.00Grade [%]
35.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftRightThruThruLeftTurning Movement
Lane Configuration
EastboundSouthboundNorthboundApproach
South DrivewayLinden AveLinden AveName
Intersection Setup
000Pedestrian Volume [ped/h]
45700345399457Total Analysis Volume [veh/h]
1140086100114Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.0000Peak Hour Factor
45700345399457Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
45700183183457Site-Generated Trips [veh/h]
0001612140In-Process Volume [veh/h]
1.001.001.001.001.001.00Growth Rate
0.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
000120Base Volume Input [veh/h]
South DrivewayLinden AveLinden AveName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
FIntersection LOS
7.95d_I, Intersection Delay [s/veh]
CAAApproach LOS
19.150.005.17d_A, Approach Delay [s/veh]
120.66120.660.000.00153.47153.4795th-Percentile Queue Length [ft]
4.834.830.000.006.146.1495th-Percentile Queue Length [veh]
CFAAAAMovement LOS
19.1577.640.000.000.009.68d_M, Delay for Movement [s/veh]
0.650.000.000.000.000.37V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
StopFreeFreePriority Scheme
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
Intersection Analysis Summary
4/18/2017Report File: K:\...\5 OY CUM WP WTD AVG_FULL_AM.pdf
Scenario 18 OY + Cum + Proj AMVistro File: K:\...\PA 108 B6_OY Cum_AM.vistro
Revised Building 6
V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. forall other control types, they are taken for the whole intersection.
B11.10.000EB LeftHCM 2010Two-way stopLinden Ave / South Driveway24
B12.10.271EB LeftHCM 2010Two-way stopLinden Ave / Middle Driveway23
B13.10.224EB LeftHCM 2010Two-way stopLinden Ave / North Driveway22
C22.30.000WB LeftHCM 2010Two-way stopLocust Ave / South Driveway21
C21.10.000WB LeftHCM 2010Two-way stopLocust Ave / North Driveway20
C29.40.776WB LeftHCM 2010SignalizedLocust Ave / Casmalia Ave19
C20.90.612EB LeftHCM 2010SignalizedLocust Ave / Renaissance
Pkwy18
B13.80.593EB RightHCM 2010SignalizedLinden Ave / Miro Way17
C25.10.794SB ThruHCM 2010SignalizedLocust Ave / Miro Way16
C27.60.812WB LeftHCM 2010SignalizedAyala Dr / Baseline Rd15
C30.10.848NB LeftHCM 2010SignalizedAyala Dr / Renaissance Pkwy14
B13.20.751EB RightHCM 2010SignalizedAyala Dr / SR-210 EB Ramps13
C34.70.907SB RightHCM 2010SignalizedAyala Dr / SR-210 WB
Ramps12
C32.00.752EB LeftHCM 2010SignalizedAyala Dr / Casmalia St11
B17.40.504EB LeftHCM 2010SignalizedBaseline Rd / Linden Ave10
C29.80.645SB LeftHCM 2010SignalizedLinden Ave / Renaissance
Pkwy9
C32.30.505SB LeftHCM 2010SignalizedLinden Ave / Casmalia St8
B18.60.698WB LeftHCM 2010SignalizedBaseline Rd / Locust Ave7
D51.50.962NB ThruHCM 2010SignalizedAlder Ave / Baseline Rd6
A5.70.745WB RightHCM 2010SignalizedMiro Way/Alder Ave5
F112.91.227SB LeftHCM 2010SignalizedAlder Ave / Renaissance
Pkwy3
F100.41.211EB RightHCM 2010SignalizedAlder Ave / SR-210 EB
Ramps2
E71.41.118WB LeftHCM 2010SignalizedAlder Ave / SR-210 WB
Ramps1
LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
1.118Volume to Capacity (v/c):
ELevel Of Service:
71.4Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 1: Alder Ave / SR-210 WB Ramps
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
SR-210 WB RampsSR-210 WB RampsAlder AveName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
232063300052125500863568Total Analysis Volume [veh/h]
5801580001306400216142Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.95000.95000.95001.00001.00001.00000.95000.95001.00001.00000.95000.9500Peak Hour Factor
220060100049524200820540Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
0000000000087Site-Generated Trips [veh/h]
12402920009310400409147In-Process Volume [veh/h]
1.041.041.041.001.001.001.041.041.001.001.041.04Growth Rate
0.000.000.002.002.002.000.000.002.002.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
92029700038713300395294Base Volume Input [veh/h]
SR-210 WB RampsSR-210 WB RampsAlder AveName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoPedestrian Recall
NoNoNoNoMaximum Recall
NoNoNoNoMinimum Recall
0.02.00.00.00.00.00.02.00.00.02.02.0l2, Clearance Lost Time [s]
0.02.00.00.00.00.00.02.00.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
010000001000100Pedestrian Clearance [s]
050000050050Walk [s]
0.03.00.00.00.00.00.03.00.00.03.03.0Vehicle Extension [s]
0410000025004924Split [s]
0.01.00.00.00.00.00.01.00.00.01.01.0All red [s]
0.03.00.00.00.00.00.03.00.00.03.03.0Amber [s]
0300000030003030Maximum Green [s]
070000070077Minimum Green [s]
-----------LeadLead / Lag
Auxiliary Signal Groups
040000020061Signal group
SplitSplitSplitPermissProtectePermissPermissPermissPermissPermissPermissProtecteControl Type
Phasing & Timing
12.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
205.551013.05743.09218.84190.84753.8195th-Percentile Queue Length [ft]
8.2240.5229.728.757.6330.1595th-Percentile Queue Length [veh]
116.89697.58515.79126.58106.30533.7650th-Percentile Queue Length [ft]
4.6827.9020.635.064.2521.3550th-Percentile Queue Length [veh]
NoYesYesNoNoYesCritical Lane Group
CFFCAFLane Group LOS
30.42138.47106.2829.929.4194.41d, Delay for Lane Group [s/veh]
0.491.191.100.460.381.07X, volume / capacity
Lane Group Results
1.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.78102.5170.300.580.1158.43d2, Incremental Delay [s]
1.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.500.500.110.110.50k, delay calibration
29.6435.9735.9829.349.3035.99d1, Uniform Delay [s]
4755334755592269532c, Capacity [veh/h]
161518101615190036181810s, saturation flow rate [veh/h]
0.140.350.320.130.240.31(v / s)_i Volume / Saturation Flow Rate
0.290.290.290.290.630.29g / C, Green / Cycle
303030306430g_i, Effective Green Time [s]
2.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
102102102102102102C, Cycle Length [s]
CLCCCLLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
0.00 0.000.00 138.47 30.4230.42106.2894.41 9.41d_M, Delay for Movement [s/veh] 29.920.00 0.00
CF CFAMovement LOS F C
0.00 109.49d_A, Approach Delay [s/veh] 81.1943.15
A FApproach LOS D F
71.44d_I, Intersection Delay [s/veh]
EIntersection LOS
1.118Intersection V/C
----------------Ring 4
----------------Ring 3
---------------6Ring 2
-------------421Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
1.211Volume to Capacity (v/c):
FLevel Of Service:
100.4Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 2: Alder Ave / SR-210 EB Ramps
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
SR-210 EB RampsSR-210 EB RampsAlder AveAlder AvenueName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
000996064308011053977850Total Analysis Volume [veh/h]
0002490161020026991960Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00000.95000.95000.95001.00000.95000.95000.95000.95001.0000Peak Hour Factor
000946061107611003777460Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
00026000000870Site-Generated Trips [veh/h]
00049703040371421062530In-Process Volume [veh/h]
1.001.001.001.041.041.041.001.041.041.041.041.00Growth Rate
2.002.002.000.000.000.002.000.000.000.000.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
00040702950375562613900Base Volume Input [veh/h]
SR-210 EB RampsSR-210 EB RampsAlder AveAlder AvenueName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoPedestrian Recall
NoNoNoNoMaximum Recall
NoNoNoNoMinimum Recall
0.00.00.00.02.00.00.02.02.00.02.00.0l2, Clearance Lost Time [s]
0.00.00.00.02.00.00.02.02.00.02.00.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
000010001000100Pedestrian Clearance [s]
000050050050Walk [s]
0.00.00.00.03.00.00.03.03.00.03.00.0Vehicle Extension [s]
0000590031110200Split [s]
0.00.00.00.01.00.00.01.01.00.01.00.0All red [s]
0.00.00.00.03.00.00.03.03.00.03.00.0Amber [s]
0000300030300300Maximum Green [s]
000070077070Minimum Green [s]
--------Lead---Lead / Lag
Auxiliary Signal Groups
000080025060Signal group
PermissProtectePermissSplitSplitSplitPermissPermissProtectePermissPermissPermissControl Type
Phasing & Timing
12.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
2245.38471.02174.2194.10458.50386.8295th-Percentile Queue Length [ft]
89.8218.846.973.7618.3415.4795th-Percentile Queue Length [veh]
1441.11323.5396.7852.28313.34255.7050th-Percentile Queue Length [ft]
57.6412.943.872.0912.5310.2350th-Percentile Queue Length [veh]
YesNoNoYesYesNoCritical Lane Group
FDBDDCLane Group LOS
295.7237.7012.1740.4341.3128.99d, Delay for Lane Group [s/veh]
1.590.910.440.700.930.83X, volume / capacity
Lane Group Results
1.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.00d3, Initial Queue Delay [s]
272.1015.290.165.9218.087.01d2, Incremental Delay [s]
1.001.001.001.001.001.00I, Upstream Filtering Factor
0.500.390.110.110.370.30k, delay calibration
23.6222.4112.0134.5223.2321.98d1, Uniform Delay [s]
6277031838149635710c, Capacity [veh/h]
161518103618181016991900s, saturation flow rate [veh/h]
0.620.360.220.060.350.31(v / s)_i Volume / Saturation Flow Rate
0.390.390.510.080.370.37g / C, Green / Cycle
30303962929g_i, Effective Green Time [s]
2.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
777777777777C, Cycle Length [s]
RCCLCCLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
37.70 295.7237.70 0.00 0.000.000.000.00 32.04d_M, Delay for Movement [s/veh] 12.1741.31 40.43
D FDCMovement LOS BD D
194.49 0.00d_A, Approach Delay [s/veh] 15.4435.15
F AApproach LOS D B
100.43d_I, Intersection Delay [s/veh]
FIntersection LOS
1.211Intersection V/C
----------------Ring 4
----------------Ring 3
-------------865Ring 2
---------------2Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
1.227Volume to Capacity (v/c):
FLevel Of Service:
112.9Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 3: Alder Ave / Renaissance Pkwy
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Renaissance PkwyRenaissance PkwyAlder AvenueAlder AvenueName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
28323475116159214145123342431685120Total Analysis Volume [veh/h]
71581929405336308106817130Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.95000.95000.95000.95000.95000.95000.95000.95000.95000.95000.95000.9500Peak Hour Factor
26922271110151203138117140329651114Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
872600300026000Site-Generated Trips [veh/h]
471536683998885022621021260In-Process Volume [veh/h]
1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate
0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
1301743440105101486431111842252Base Volume Input [veh/h]
Renaissance PkwyRenaissance PkwyAlder AvenueAlder AvenueName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0100010001000100Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s]
01912019120482003911Split [s]
0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]
03030030300303003030Maximum Green [s]
077077077077Minimum Green [s]
--Lead--Lead--Lead--LeadLead / Lag
Auxiliary Signal Groups
047083061025Signal group
PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
16.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
425.78252.1479.27124.51136.22416.5970.432120.60790.77231.69234.40138.7695th-Percentile Queue Length [ft]
17.0310.093.174.985.4516.662.8284.8231.639.279.385.5595th-Percentile Queue Length [veh]
276.76151.2844.0469.1775.68252.1739.131439.63512.85136.05138.0577.0950th-Percentile Queue Length [ft]
11.076.051.762.773.0310.091.5757.5920.515.445.523.0850th-Percentile Queue Length [veh]
YesNoNoNoNoYesNoYesNoNoNoYesCritical Lane Group
FDDDDFBFFCCDLane Group LOS
111.0950.9546.3336.1035.27182.5713.05178.31190.1821.2821.2754.29d, Delay for Lane Group [s/veh]
1.070.750.630.420.401.290.181.331.320.490.490.85X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
73.4915.135.374.053.31141.680.11155.29153.180.510.5013.30d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.500.500.110.500.500.110.110.500.230.110.110.11k, delay calibration
37.6035.8240.9732.0531.9640.8912.9423.0237.0020.7720.7740.99d1, Uniform Delay [s]
266313119312361165789928322727738141c, Capacity [veh/h]
161519001810164119001810161519001810187119001810s, saturation flow rate [veh/h]
0.180.120.040.080.080.120.090.650.230.190.190.07(v / s)_i Volume / Saturation Flow Rate
0.170.170.070.190.190.090.490.490.180.390.390.08g / C, Green / Cycle
151561717844441635357g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
909090909090909090909090C, Cycle Length [s]
CCLCCLRCLCCLLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
35.34 36.10182.57 46.33 111.0950.9513.0554.29 21.28d_M, Delay for Movement [s/veh] 178.3121.28 190.18
D DF FD DBCMovement LOS D FC F
99.95 79.11d_A, Approach Delay [s/veh] 167.8026.02
F EApproach LOS C F
112.89d_I, Intersection Delay [s/veh]
FIntersection LOS
1.227Intersection V/C
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
0.745Volume to Capacity (v/c):
ALevel Of Service:
5.7Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 5: Miro Way/Alder Ave
Intersection Level Of Service Report
YesYesYesCrosswalk
0.000.000.00Grade [%]
35.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftThruLeftRightThruTurning Movement
Lane Configuration
WestboundSouthboundNorthboundApproach
Miro WayAlder AvenueAlder AveName
Intersection Setup
000Bicycle Volume [bicycles/h]
000Pedestrian Volume [ped/h]
000000Local Bus Stopping Rate [/h]
000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
948565636149617Total Analysis Volume [veh/h]
24211649012154Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.92500.92500.92500.92500.92500.9250Peak Hour Factor
877960733445571Total Hourly Volume [veh/h]
000000Right-Turn on Red Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
0770090Site-Generated Trips [veh/h]
47010230134180In-Process Volume [veh/h]
1.041.041.041.041.041.04Growth Rate
0.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
382486322376Base Volume Input [veh/h]
Miro WayAlder AvenueAlder AveName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.0Detector Location [ft]
NoNoNoPedestrian Recall
NoNoNoMaximum Recall
NoNoNoMinimum Recall
0.02.02.00.00.02.0l2, Clearance Lost Time [s]
0.02.02.00.00.02.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
010100010Pedestrian Clearance [s]
055005Walk [s]
0.03.03.00.00.03.0Vehicle Extension [s]
024660066Split [s]
0.01.01.00.00.01.0All red [s]
0.03.03.00.00.03.0Amber [s]
030300030Maximum Green [s]
077007Minimum Green [s]
-Lead----Lead / Lag
Auxiliary Signal Groups
046002Signal group
PermissivePermissivePermissivePermissivePermissivePermissiveControl Type
Phasing & Timing
12.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
30.9727.1615.2876.7716.3916.2595th-Percentile Queue Length [ft]
1.241.090.613.070.660.6595th-Percentile Queue Length [veh]
17.2015.098.4942.659.119.0350th-Percentile Queue Length [ft]
0.690.600.341.710.360.3650th-Percentile Queue Length [veh]
YesNoNoYesNoNoCritical Lane Group
BBABAALane Group LOS
16.1115.593.1110.003.173.14d, Delay for Lane Group [s/veh]
0.380.310.280.610.280.27X, volume / capacity
Lane Group Results
1.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.960.620.061.580.130.12d2, Incremental Delay [s]
1.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.170.110.11k, delay calibration
15.1514.973.058.423.043.02d1, Uniform Delay [s]
247277233759011961227c, Capacity [veh/h]
16151810361878218521900s, saturation flow rate [veh/h]
0.060.050.180.460.180.18(v / s)_i Volume / Saturation Flow Rate
0.150.150.650.650.650.65g / C, Green / Cycle
6626262626g_i, Effective Green Time [s]
2.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.002.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
404040404040C, Cycle Length [s]
RLCLCCLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
3.11 15.59 16.113.15d_M, Delay for Movement [s/veh] 10.003.17
BA BAMovement LOS BA
15.875.56d_A, Approach Delay [s/veh] 3.15
BAApproach LOS A
5.69d_I, Intersection Delay [s/veh]
AIntersection LOS
0.745Intersection V/C
----------------Ring 4
----------------Ring 3
--------------6-Ring 2
------------4-2-Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
0.962Volume to Capacity (v/c):
DLevel Of Service:
51.5Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 6: Alder Ave / Baseline Rd
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00215.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000100000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Baseline RdBaseline RdAlder AveAlder AveName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
20348181100580104124501218142462149Total Analysis Volume [veh/h]
5112020251452631125553611637Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.85200.85200.85200.85200.85200.85200.85200.85200.85200.85200.85200.8520Peak Hour Factor
173410698549489106427186121394127Total Hourly Volume [veh/h]
6200000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
00000326510060Site-Generated Trips [veh/h]
71301504727175961281510In-Process Volume [veh/h]
1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate
0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
983655282430576130512089228122Base Volume Input [veh/h]
Baseline RdBaseline RdAlder AveAlder AveName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoMaximum Recall
NoYesNoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0100010001000100Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s]
02111025150281304126Split [s]
0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]
0307030300303003030Maximum Green [s]
077077077077Minimum Green [s]
--Lead--Lead--Lead--LeadLead / Lag
Auxiliary Signal Groups
047083025061Signal group
PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
16.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
165.10423.2593.6574.10607.45121.4086.84397.92230.54747.01169.5095th-Percentile Queue Length [ft]
6.6016.933.752.9624.304.863.4715.929.2229.886.7895th-Percentile Queue Length [veh]
91.72284.8652.0341.17436.1967.4448.24264.55135.20530.4794.1750th-Percentile Queue Length [ft]
3.6711.392.081.6517.452.701.9310.585.4121.223.7750th-Percentile Queue Length [veh]
NoNoYesNoYesNoNoNoYesYesNoCritical Lane Group
CDDCEDCCDFDLane Group LOS
27.3040.2651.0924.3461.4252.0022.0232.5247.2487.4949.56d, Delay for Lane Group [s/veh]
0.420.840.690.200.980.760.220.750.841.060.80X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.578.967.110.1928.818.450.195.167.1854.467.50d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.310.110.110.430.110.110.340.110.500.11k, delay calibration
26.7431.3043.9824.1632.6243.5521.8327.3740.0733.0242.07d1, Uniform Delay [s]
488574117506595136569669259570187c, Capacity [veh/h]
16151900181016151900181016151900181018241810s, saturation flow rate [veh/h]
0.130.250.040.060.310.060.080.260.120.330.08(v / s)_i Volume / Saturation Flow Rate
0.300.300.060.310.310.070.350.350.140.310.10g / C, Green / Cycle
29296303073434143010g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
9696969696969696969696C, Cycle Length [s]
RCLRCLRCLCLLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
61.42 24.3452.00 51.09 27.3040.2622.0249.56 87.49d_M, Delay for Movement [s/veh] 32.5287.49 47.24
E CD CD DCFMovement LOS D CF D
55.44 37.97d_A, Approach Delay [s/veh] 34.7879.98
E DApproach LOS E C
51.53d_I, Intersection Delay [s/veh]
DIntersection LOS
0.962Intersection V/C
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
0.698Volume to Capacity (v/c):
BLevel Of Service:
18.6Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 7: Baseline Rd / Locust Ave
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Baseline RdBaseline RdLocust AveLocust AveName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
16065043255590965824611145229127Total Analysis Volume [veh/h]
40162116414824156128115732Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.80500.80500.80500.80500.80500.80500.80500.80500.80500.80500.80500.8050Peak Hour Factor
1295233520547577471988936184102Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
2913600694121415080In-Process Volume [veh/h]
1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate
0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
96372341973903525187713516998Base Volume Input [veh/h]
Baseline RdBaseline RdLocust AveLocust AveName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0100010001000100Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s]
03513033110271403017Split [s]
0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]
03030030300303003030Maximum Green [s]
077077077077Minimum Green [s]
--Lead--Lead--Lead--LeadLead / Lag
Auxiliary Signal Groups
047083025061Signal group
PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
16.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
170.18181.0122.3789.69101.5047.3623.73119.0354.8318.01105.8863.1695th-Percentile Queue Length [ft]
6.817.240.893.594.061.890.954.762.190.724.242.5395th-Percentile Queue Length [veh]
94.55100.5612.4349.8356.3926.3113.1966.1330.4610.0158.8235.0950th-Percentile Queue Length [ft]
3.784.020.501.992.261.050.532.651.220.402.351.4050th-Percentile Queue Length [veh]
YesNoNoNoNoYesNoYesNoNoNoYesCritical Lane Group
BBCBBCBCCBCCLane Group LOS
19.0818.8924.4114.2613.9723.3017.9822.7523.4017.4721.2723.67d, Delay for Lane Group [s/veh]
0.780.780.370.490.500.510.210.740.550.150.670.60X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
2.642.451.990.700.342.130.353.232.370.242.222.73d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.110.110.110.110.110.110.110.110.11k, delay calibration
16.4416.4322.4213.5513.6421.1717.6319.5221.0317.2319.0520.95d1, Uniform Delay [s]
5035391155231172188283333201292344211c, Capacity [veh/h]
177219001810161536181810161519001810161519001810s, saturation flow rate [veh/h]
0.220.220.020.160.160.050.040.130.060.030.120.07(v / s)_i Volume / Saturation Flow Rate
0.280.280.060.320.320.100.170.170.110.180.180.12g / C, Green / Cycle
1414316165996996g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
505050505050505050505050C, Cycle Length [s]
CCLRCLRCLRCLLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
13.97 14.2623.30 24.41 19.0818.9617.9823.67 21.27d_M, Delay for Movement [s/veh] 22.7517.47 23.40
B BC BC BBCMovement LOS C CB C
15.00 19.25d_A, Approach Delay [s/veh] 22.2621.60
B BApproach LOS C C
18.56d_I, Intersection Delay [s/veh]
BIntersection LOS
0.698Intersection V/C
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
0.505Volume to Capacity (v/c):
CLevel Of Service:
32.3Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 8: Linden Ave / Casmalia St
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Casmalia StCasmalia StLinden AveLinden AveName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
6333537141695161276131818988Total Analysis Volume [veh/h]
168493421315693324722Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.65100.65100.65100.65100.65100.65100.65100.65100.65100.65100.65100.6510Peak Hour Factor
41218249110334018085512357Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
00166000000051Site-Generated Trips [veh/h]
011200440050030In-Process Volume [veh/h]
1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate
0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
39102836332381688251156Base Volume Input [veh/h]
Casmalia StCasmalia StLinden AveLinden AveName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0100010001000100Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s]
03613035120281103114Split [s]
0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]
03030030300303003030Maximum Green [s]
077077077077Minimum Green [s]
--Lead--Lead--Lead--LeadLead / Lag
Auxiliary Signal Groups
047083061025Signal group
PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
16.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
348.2638.74146.0953.0291.5495.38162.874.13107.7994.3795th-Percentile Queue Length [ft]
13.931.555.842.123.663.826.510.174.313.7795th-Percentile Queue Length [veh]
225.2021.5281.1629.4550.8652.9990.482.3059.8852.4350th-Percentile Queue Length [ft]
9.010.863.251.182.032.123.620.092.402.1050th-Percentile Queue Length [veh]
YesNoNoYesNoNoYesNoYesNoCritical Lane Group
DDCDBBEBBDLane Group LOS
40.7544.9128.6344.7915.3815.3161.5313.9616.0047.52d, Delay for Lane Group [s/veh]
0.890.420.390.490.200.200.920.010.220.69X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
7.643.220.533.560.570.5220.270.030.616.55d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.130.110.110.110.500.500.110.500.500.11k, delay calibration
33.1041.6928.1041.2314.8114.7941.2713.9315.3940.97d1, Uniform Delay [s]
44587469104809862142720847127c, Capacity [veh/h]
1848181018751810178319001810161519001810s, saturation flow rate [veh/h]
0.220.020.100.030.090.090.070.000.100.05(v / s)_i Volume / Saturation Flow Rate
0.240.050.250.060.460.460.080.450.450.07g / C, Green / Cycle
2242254141740406g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
90909090909090909090C, Cycle Length [s]
CLCLCCLRCLLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
28.63 28.6344.79 44.91 40.7540.7515.3847.52 16.00d_M, Delay for Movement [s/veh] 15.3413.96 61.53
C CD DD DBBMovement LOS D BB E
32.15 41.10d_A, Approach Delay [s/veh] 28.2725.68
C DApproach LOS C C
32.32d_I, Intersection Delay [s/veh]
CIntersection LOS
0.505Intersection V/C
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
0.645Volume to Capacity (v/c):
CLevel Of Service:
29.8Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 9: Linden Ave / Renaissance Pkwy
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Renaissance PkwyRenaissance PkwyLinden AveLinden AveName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
1703451981652963065624527378156Total Analysis Volume [veh/h]
4286504174816261682039Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.66600.66600.66600.66600.66600.66600.66601.00000.66600.66600.66600.6660Peak Hour Factor
1132301321101972043616318252104Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
002113110166017851103Site-Generated Trips [veh/h]
38311197470004411In-Process Volume [veh/h]
1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate
0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
1061410013419260153000Base Volume Input [veh/h]
Renaissance PkwyRenaissance PkwyLinden AveLinden AveName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.00.00.02.00.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.00.00.02.00.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0100010001000100Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.00.00.03.00.0Vehicle Extension [s]
033250191104600460Split [s]
0.01.01.00.01.01.00.01.00.00.01.00.0All red [s]
0.03.03.00.03.03.00.03.00.00.03.00.0Amber [s]
030300303003000300Maximum Green [s]
077077070070Minimum Green [s]
--Lead--Lead------Lead / Lag
Auxiliary Signal Groups
047083060020Signal group
PermissPermissProtectePermissPermissProtectePermissPermissPermissPermissPermissPermissControl Type
Phasing & Timing
12.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
179.99196.35203.71192.06203.9131.8131.712.81258.97316.7895th-Percentile Queue Length [ft]
7.207.858.157.688.161.271.270.1110.3612.6795th-Percentile Queue Length [veh]
99.99110.25115.56107.17115.7017.6717.611.56156.42200.6350th-Percentile Queue Length [ft]
4.004.414.624.294.630.710.700.066.268.0350th-Percentile Queue Length [veh]
NoNoYesYesNoNoNoNoNoYesCritical Lane Group
CCDCCDBBDCLane Group LOS
23.4523.1845.4531.2030.4945.4113.5012.9550.8620.73d, Delay for Lane Group [s/veh]
0.400.400.830.480.470.400.090.010.920.64X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
1.951.717.343.653.063.370.050.0012.021.82d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.500.500.110.500.500.110.110.110.110.23k, delay calibration
21.5021.4738.1127.5527.4342.0413.4512.9538.8418.91d1, Uniform Delay [s]
61068523845451475750882267791c, Capacity [veh/h]
1692190018101677190018101615190010461591s, saturation flow rate [veh/h]
0.140.140.110.130.130.020.040.000.230.32(v / s)_i Volume / Saturation Flow Rate
0.360.360.130.270.270.040.470.470.470.47g / C, Green / Cycle
3232122424442424242g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.002.002.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
90909090909090909090C, Cycle Length [s]
CCLCCLRCLCLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
30.62 31.2045.41 45.45 23.4523.2413.5020.73 20.73d_M, Delay for Movement [s/veh] 12.9520.73 50.86
C CD CD CBCMovement LOS C BC D
31.72 29.46d_A, Approach Delay [s/veh] 42.4520.73
C CApproach LOS C D
29.85d_I, Intersection Delay [s/veh]
CIntersection LOS
0.645Intersection V/C
----------------Ring 4
----------------Ring 3
-------------876Ring 2
-------------432Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
0.504Volume to Capacity (v/c):
BLevel Of Service:
17.4Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 10: Baseline Rd / Linden Ave
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Baseline RdBaseline RdLinden AveLinden AveName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
201595566548621026154825369Total Analysis Volume [veh/h]
50149141612250739201317Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.90700.90700.90700.90700.90700.90700.90700.90700.90700.90700.90700.9070Peak Hour Factor
182540515944119024140744863Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
120000000102000Site-Generated Trips [veh/h]
1421652070160121430In-Process Volume [veh/h]
1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate
0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
273614757357302216674361Base Volume Input [veh/h]
Baseline RdBaseline RdLinden AveLinden AveName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.00.00.02.00.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.00.00.02.00.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0100010001000100Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.00.00.03.00.0Vehicle Extension [s]
047140441103200320Split [s]
0.01.01.00.01.01.00.01.00.00.01.00.0All red [s]
0.03.03.00.03.03.00.03.00.00.03.00.0Amber [s]
030300303003000300Maximum Green [s]
077077070070Minimum Green [s]
--Lead--Lead------Lead / Lag
Auxiliary Signal Groups
047083060020Signal group
PermissPermissProtectePermissPermissProtectePermissPermissPermissPermissPermissPermissControl Type
Phasing & Timing
12.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
79.11273.2558.42118.88122.5722.9119.07152.1462.8298.6595th-Percentile Queue Length [ft]
3.1610.932.344.764.900.920.766.092.513.9595th-Percentile Queue Length [veh]
43.95167.2132.4666.0568.0912.7310.5984.5234.9054.8150th-Percentile Queue Length [ft]
1.766.691.302.642.720.510.423.381.402.1950th-Percentile Queue Length [veh]
NoYesNoNoNoYesNoYesNoNoCritical Lane Group
ABDBBDCDCCLane Group LOS
9.0512.6845.1410.6010.5646.4626.2340.3527.4629.17d, Delay for Lane Group [s/veh]
0.210.530.530.260.260.360.060.590.210.29X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.501.784.000.620.593.790.052.130.260.38d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.500.500.110.500.500.110.110.110.110.11k, delay calibration
8.5510.9041.149.989.9742.6726.1838.2227.2028.79d1, Uniform Delay [s]
95611251061031107458461261392420c, Capacity [veh/h]
1615190018101823190018101900137316151475s, saturation flow rate [veh/h]
0.120.310.030.150.150.010.010.110.050.08(v / s)_i Volume / Saturation Flow Rate
0.590.590.060.570.570.030.240.240.240.24g / C, Green / Cycle
535355151322222222g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.002.000.002.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
90909090909090909090C, Cycle Length [s]
RCLCCLCLRCLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
10.58 10.6046.46 45.14 9.0512.6826.2329.17 29.17d_M, Delay for Movement [s/veh] 26.2327.46 40.35
B BD AD BCCMovement LOS C CC D
11.90 13.95d_A, Approach Delay [s/veh] 38.3128.48
B BApproach LOS C D
17.37d_I, Intersection Delay [s/veh]
BIntersection LOS
0.504Intersection V/C
----------------Ring 4
----------------Ring 3
-------------876Ring 2
-------------432Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
0.752Volume to Capacity (v/c):
CLevel Of Service:
32.0Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 11: Ayala Dr / Casmalia St
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Casmalia StCasmalia StAyala DrAyala DrName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
3168212285709126551778349269Total Analysis Volume [veh/h]
817537118231644198767Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.81100.81100.81100.81100.81100.81100.81100.81100.81100.81100.81100.8110Peak Hour Factor
2555172231577105311463283218Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
0000000000016Site-Generated Trips [veh/h]
01103310114002100In-Process Volume [veh/h]
1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate
0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
24421651904569507136127098Base Volume Input [veh/h]
Casmalia StCasmalia StAyala DrAyala DrName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0100010001000100Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s]
03516030110211103323Split [s]
0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]
03030030300303003030Maximum Green [s]
077077077077Minimum Green [s]
--Lead--Lead--Lead--LeadLead / Lag
Auxiliary Signal Groups
047083061025Signal group
PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
16.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
20.1544.88220.33267.4656.3010.72258.99260.0318.77117.37123.94257.6395th-Percentile Queue Length [ft]
0.811.808.8110.702.250.4310.3610.400.754.694.9610.3195th-Percentile Queue Length [veh]
11.1924.93127.67162.8231.285.96156.43157.2210.4365.2068.85155.4050th-Percentile Queue Length [ft]
0.451.005.116.511.250.246.266.290.422.612.756.2250th-Percentile Queue Length [veh]
NoNoYesYesNoNoYesNoNoNoNoYesCritical Lane Group
CCDDCDCCDBBDLane Group LOS
21.4121.8147.9442.3230.0748.8829.3129.2846.6815.6915.6343.84d, Delay for Lane Group [s/veh]
0.060.110.880.880.180.290.560.560.330.250.250.87X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.050.089.627.420.235.093.723.693.710.750.697.44d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.110.110.110.500.500.110.500.500.11k, delay calibration
21.3621.7338.3234.9029.8443.7825.5925.5942.9714.9414.9336.40d1, Uniform Delay [s]
5146052423263833159760151817872309c, Capacity [veh/h]
161519001810161519001810188819001810178219001810s, saturation flow rate [veh/h]
0.020.040.120.180.040.000.180.180.010.120.120.15(v / s)_i Volume / Saturation Flow Rate
0.320.320.130.200.200.020.320.320.030.460.460.17g / C, Green / Cycle
2929121818129292414115g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
909090909090909090909090C, Cycle Length [s]
RCLRCLCCLCCLLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
30.07 42.3248.88 47.94 21.4121.8129.3143.84 15.65d_M, Delay for Movement [s/veh] 29.3015.69 46.68
C DD CD CCBMovement LOS D CB D
40.13 39.58d_A, Approach Delay [s/veh] 29.7326.55
D DApproach LOS C C
31.99d_I, Intersection Delay [s/veh]
CIntersection LOS
0.752Intersection V/C
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
0.907Volume to Capacity (v/c):
CLevel Of Service:
34.7Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 12: Ayala Dr / SR-210 WB Ramps
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
SR-210 WB RampsSR-210 WB RampsAyala DrAyala DrName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
434253200057373000382599Total Analysis Volume [veh/h]
10811330001431830095150Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.86700.86700.86701.00001.00001.00000.86700.86701.00001.00000.86700.8670Peak Hour Factor
376246100049763300331519Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
16012000000000Site-Generated Trips [veh/h]
18601820007514700552In-Process Volume [veh/h]
1.041.041.041.001.001.001.041.041.001.001.041.04Growth Rate
0.000.000.002.002.002.000.000.002.002.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
167225700040646700265497Base Volume Input [veh/h]
SR-210 WB RampsSR-210 WB RampsAyala DrAyala DrName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoPedestrian Recall
NoNoNoNoMaximum Recall
NoNoNoNoMinimum Recall
0.02.00.00.00.00.00.02.00.00.02.02.0l2, Clearance Lost Time [s]
0.02.00.00.00.00.00.02.00.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
010000001000100Pedestrian Clearance [s]
050000050050Walk [s]
0.03.00.00.00.00.00.03.00.00.03.03.0Vehicle Extension [s]
0190000045007126Split [s]
0.01.00.00.00.00.00.01.00.00.01.01.0All red [s]
0.03.00.00.00.00.00.03.00.00.03.03.0Amber [s]
0300000030003030Maximum Green [s]
070000070077Minimum Green [s]
-----------LeadLead / Lag
Auxiliary Signal Groups
040000020061Signal group
SplitSplitSplitPermissProtectePermissPermissPermissPermissPermissPermissProtecteControl Type
Phasing & Timing
12.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
240.58233.90231.01618.01448.6042.48223.7995th-Percentile Queue Length [ft]
9.629.369.2424.7217.941.708.9595th-Percentile Queue Length [veh]
142.64137.68135.54437.43305.3223.60130.2250th-Percentile Queue Length [ft]
5.715.515.4217.5012.210.945.2150th-Percentile Queue Length [veh]
YesNoNoYesNoNoYesCritical Lane Group
CCCFCACLane Group LOS
31.5029.7629.0563.6433.295.3131.15d, Delay for Lane Group [s/veh]
0.810.760.731.020.880.160.81X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
4.022.742.2739.9611.230.032.14d2, Incremental Delay [s]
1.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.470.370.110.11k, delay calibration
27.4827.0226.7823.6822.065.2829.01d1, Uniform Delay [s]
3974274456387372354742c, Capacity [veh/h]
1615173818101645190036183514s, saturation flow rate [veh/h]
0.200.190.180.400.340.110.17(v / s)_i Volume / Saturation Flow Rate
0.250.250.250.390.390.650.21g / C, Green / Cycle
19191930305016g_i, Effective Green Time [s]
2.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
77777777777777C, Cycle Length [s]
RCLCCCLLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
0.00 0.000.00 29.33 31.0629.7663.6431.15 5.31d_M, Delay for Movement [s/veh] 36.560.00 0.00
CC CEAMovement LOS C D
0.00 30.10d_A, Approach Delay [s/veh] 48.4721.09
A CApproach LOS C D
34.74d_I, Intersection Delay [s/veh]
CIntersection LOS
0.907Intersection V/C
----------------Ring 4
----------------Ring 3
---------------6Ring 2
-------------421Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
0.751Volume to Capacity (v/c):
BLevel Of Service:
13.2Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 13: Ayala Dr / SR-210 EB Ramps
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
SR-210 EB RampsSR-210 EB RampsAyala DrAyala DrName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
000351415007624315457730Total Analysis Volume [veh/h]
0008813801901081361930Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00000.91900.91900.91901.00000.91900.91900.91900.91901.0000Peak Hour Factor
000323413807003965017100Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000012011200Site-Generated Trips [veh/h]
0003032020512436250In-Process Volume [veh/h]
1.001.001.001.041.041.041.001.041.041.041.041.00Growth Rate
2.002.002.000.000.000.002.000.000.000.000.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
000308410204642623396590Base Volume Input [veh/h]
SR-210 EB RampsSR-210 EB RampsAyala DrAyala DrName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoPedestrian Recall
NoNoNoNoMaximum Recall
NoNoNoNoMinimum Recall
0.00.00.00.02.00.00.02.02.00.02.00.0l2, Clearance Lost Time [s]
0.00.00.00.02.00.00.02.02.00.02.00.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
000010001000100Pedestrian Clearance [s]
000050050050Walk [s]
0.00.00.00.03.00.00.03.03.00.03.00.0Vehicle Extension [s]
0000210069170520Split [s]
0.00.00.00.01.00.00.01.01.00.01.00.0All red [s]
0.00.00.00.03.00.00.03.03.00.03.00.0Amber [s]
0000300030300300Maximum Green [s]
000070077070Minimum Green [s]
--------Lead---Lead / Lag
Auxiliary Signal Groups
000080025060Signal group
PermissProtectePermissSplitSplitSplitPermissPermissProtectePermissPermissPermissControl Type
Phasing & Timing
12.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
83.8984.1566.3132.4896.09206.90114.0895th-Percentile Queue Length [ft]
3.363.372.651.303.848.284.5695th-Percentile Queue Length [veh]
46.6146.7536.8418.0453.38117.8763.3850th-Percentile Queue Length [ft]
1.861.871.470.722.144.712.5450th-Percentile Queue Length [veh]
YesNoNoNoYesYesNoCritical Lane Group
CCCACBBLane Group LOS
21.9521.9420.003.5020.4316.1711.30d, Delay for Lane Group [s/veh]
0.650.650.490.310.680.820.52X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
2.602.591.220.071.313.100.28d2, Incremental Delay [s]
1.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.110.110.130.11k, delay calibration
19.3519.3518.783.4319.1213.0811.02d1, Uniform Delay [s]
27327430624266326631485c, Capacity [veh/h]
1615162018103618351416153618s, saturation flow rate [veh/h]
0.110.110.080.210.120.340.21(v / s)_i Volume / Saturation Flow Rate
0.170.170.170.670.180.410.41g / C, Green / Cycle
8883392020g_i, Effective Green Time [s]
2.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
50505050505050C, Cycle Length [s]
RCLCLRCLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
21.94 21.9420.00 0.00 0.000.000.000.00 11.30d_M, Delay for Movement [s/veh] 3.5016.17 20.43
C CCBMovement LOS AB C
21.36 0.00d_A, Approach Delay [s/veh] 9.6113.31
C AApproach LOS B A
13.20d_I, Intersection Delay [s/veh]
BIntersection LOS
0.751Intersection V/C
----------------Ring 4
----------------Ring 3
-------------865Ring 2
---------------2Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
0.848Volume to Capacity (v/c):
CLevel Of Service:
30.1Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 14: Ayala Dr / Renaissance Pkwy
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Renaissance PkwyRenaissance PkwyAyala DrAyala DrName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
3752493118122725022081416636785122Total Analysis Volume [veh/h]
946284557635520441919631Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.85100.85100.85100.85100.85100.85100.85100.85100.85100.85100.85100.8510Peak Hour Factor
3192122615419321318769314131668104Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
0900771121200000Site-Generated Trips [veh/h]
0101183120181001070214229In-Process Volume [veh/h]
1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate
0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
3079881189280725631361060272Base Volume Input [veh/h]
Renaissance PkwyRenaissance PkwyAyala DrAyala DrName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0100010001000100Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s]
02411029160341803216Split [s]
0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]
03030030300303003030Maximum Green [s]
077077077077Minimum Green [s]
--Lead--Lead--Lead--LeadLead / Lag
Auxiliary Signal Groups
047083025061Signal group
PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
16.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
301.65176.1228.96104.36119.49216.93152.12282.51153.7922.84285.62116.2795th-Percentile Queue Length [ft]
12.077.041.164.174.788.686.0811.306.150.9111.424.6595th-Percentile Queue Length [veh]
188.9397.8516.0957.9866.38125.1884.51174.2685.4412.69176.6464.5950th-Percentile Queue Length [ft]
7.563.910.642.322.665.013.386.973.420.517.072.5850th-Percentile Queue Length [veh]
YesNoNoNoNoYesNoNoYesNoYesNoCritical Lane Group
DCDBBDCCDCCDLane Group LOS
37.3025.7840.5717.4217.3438.6524.7228.1341.1722.9230.8243.33d, Delay for Lane Group [s/veh]
0.880.500.390.300.300.840.480.790.790.090.850.77X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
8.980.763.140.270.226.120.791.456.560.092.327.45d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.170.110.110.110.110.110.110.110.110.110.110.11k, delay calibration
28.3225.0337.4317.1517.1232.5223.9426.6834.6122.8328.5035.87d1, Uniform Delay [s]
428503796287342994571024210412923159c, Capacity [veh/h]
161519001810162619001810161536181810161536181810s, saturation flow rate [veh/h]
0.230.130.020.120.110.140.140.230.090.020.220.07(v / s)_i Volume / Saturation Flow Rate
0.260.260.040.390.390.170.280.280.120.260.260.09g / C, Green / Cycle
212143131132323920207g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
808080808080808080808080C, Cycle Length [s]
CCLCCLRCLRCLLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
17.35 17.4238.65 40.57 37.3025.7824.7243.33 30.82d_M, Delay for Movement [s/veh] 28.1322.92 41.17
B BD DD CCCMovement LOS D CC D
25.46 33.08d_A, Approach Delay [s/veh] 29.3132.13
C CApproach LOS C C
30.06d_I, Intersection Delay [s/veh]
CIntersection LOS
0.848Intersection V/C
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
0.812Volume to Capacity (v/c):
CLevel Of Service:
27.6Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 15: Ayala Dr / Baseline Rd
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Baseline RdBaseline RdAyala DrAyala DrName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
505351161884121802595345152516263Total Analysis Volume [veh/h]
1213429471034565134131312966Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.94700.94700.94700.94700.94700.94700.94700.94700.94700.94700.94700.9470Peak Hour Factor
475071101783901702455064849489249Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
06051510000006Site-Generated Trips [veh/h]
91870444665193455061175In-Process Volume [veh/h]
1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate
0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
373021068028210150443414741265Base Volume Input [veh/h]
Baseline RdBaseline RdAyala DrAyala DrName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0100010001000100Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s]
02014026200261103924Split [s]
0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]
03030030300303003030Maximum Green [s]
077077077077Minimum Green [s]
--Lead--Lead--Lead--LeadLead / Lag
Auxiliary Signal Groups
047083025061Signal group
PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
16.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
201.45205.3290.31188.09203.36137.84241.55262.2738.5721.55270.78193.6095th-Percentile Queue Length [ft]
8.068.213.617.528.135.519.6610.491.540.8610.837.7495th-Percentile Queue Length [veh]
113.93116.7350.17104.49115.3176.58143.37158.9021.4311.97165.34108.2750th-Percentile Queue Length [ft]
4.564.672.014.184.613.065.736.360.860.486.614.3350th-Percentile Queue Length [veh]
YesNoNoNoNoYesYesNoNoNoNoYesCritical Lane Group
CCDCCCCCCBCCLane Group LOS
30.1429.9835.7426.5926.3034.7227.9027.4233.6313.7720.3732.46d, Delay for Lane Group [s/veh]
0.790.790.700.710.710.780.830.830.440.090.720.82X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
3.913.765.422.392.125.684.093.632.650.062.165.23d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.110.110.110.110.110.110.110.170.11k, delay calibration
26.2326.2130.3324.2024.1829.0423.8023.7930.9813.7118.2127.22d1, Uniform Delay [s]
364375165398444231449504115611719320c, Capacity [veh/h]
184419001810170119001810169319001810161519001810s, saturation flow rate [veh/h]
0.160.160.060.170.170.100.220.220.030.030.270.15(v / s)_i Volume / Saturation Flow Rate
0.200.200.090.230.230.130.270.270.060.380.380.18g / C, Green / Cycle
141461616918184262612g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
696969696969696969696969C, Cycle Length [s]
CCLCCLCCLRCLLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
26.37 26.5934.72 35.74 30.1430.0527.9032.46 20.37d_M, Delay for Movement [s/veh] 27.5213.77 33.63
C CC CD CCCMovement LOS C CB C
28.35 31.00d_A, Approach Delay [s/veh] 28.0123.78
C CApproach LOS C C
27.64d_I, Intersection Delay [s/veh]
CIntersection LOS
0.812Intersection V/C
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
0.794Volume to Capacity (v/c):
CLevel Of Service:
25.1Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 16: Locust Ave / Miro Way
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Miro WayMiro WayLocust AveName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
153167781381924373177153689Total Analysis Volume [veh/h]
384222345693444922Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.84800.84800.84800.84800.84800.84800.84800.84800.84800.84800.84800.8480Peak Hour Factor
130142671171620316150133128Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
0770090000000Site-Generated Trips [veh/h]
32582010281432888580In-Process Volume [veh/h]
1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate
0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
947476862736052448Base Volume Input [veh/h]
Miro WayMiro WayLocust AveName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoPedestrian Recall
NoNoNoNoMaximum Recall
NoNoNoNoMinimum Recall
0.02.00.00.02.00.00.02.00.00.02.00.0l2, Clearance Lost Time [s]
0.02.00.00.02.00.00.02.00.00.02.00.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0100010001000100Pedestrian Clearance [s]
050050050050Walk [s]
0.03.00.00.03.00.00.03.00.00.03.00.0Vehicle Extension [s]
0370037005300530Split [s]
0.01.00.00.01.00.00.01.00.00.01.00.0All red [s]
0.03.00.00.03.00.00.03.00.00.03.00.0Amber [s]
0300030003000300Maximum Green [s]
070070070070Minimum Green [s]
------------Lead / Lag
Auxiliary Signal Groups
040080060020Signal group
PermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissControl Type
Phasing & Timing
12.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
YesLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
225.01102.46474.34212.0295th-Percentile Queue Length [ft]
9.004.1018.978.4895th-Percentile Queue Length [veh]
131.1256.92326.23121.6050th-Percentile Queue Length [ft]
5.242.2813.054.8650th-Percentile Queue Length [veh]
YesNoYesNoCritical Lane Group
CBDBLane Group LOS
22.1418.1435.6414.89d, Delay for Lane Group [s/veh]
0.480.230.880.44X, volume / capacity
Lane Group Results
1.001.001.001.00PF, progression factor
1.001.001.001.00Rp, platoon ratio
0.000.000.000.00d3, Initial Queue Delay [s]
2.370.7712.570.35d2, Incremental Delay [s]
1.001.001.001.00I, Upstream Filtering Factor
0.500.500.380.11k, delay calibration
19.7717.3723.0614.54d1, Uniform Delay [s]
686707652882c, Capacity [veh/h]
1575161711951678s, saturation flow rate [veh/h]
0.210.100.480.23(v / s)_i Volume / Saturation Flow Rate
0.410.410.500.50g / C, Green / Cycle
37374545g_i, Effective Green Time [s]
2.002.002.002.00l2, Clearance Lost Time [s]
2.002.002.002.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.00L, Total Lost Time per Cycle [s]
90909090C, Cycle Length [s]
CCCCLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
18.14 18.1418.14 22.14 22.1422.1435.6414.89 14.89d_M, Delay for Movement [s/veh] 35.6414.89 35.64
B BB CC CDBMovement LOS B DB D
18.14 22.14d_A, Approach Delay [s/veh] 35.6414.89
B CApproach LOS B D
25.05d_I, Intersection Delay [s/veh]
CIntersection LOS
0.794Intersection V/C
----------------Ring 4
----------------Ring 3
--------------86Ring 2
--------------42Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
0.593Volume to Capacity (v/c):
BLevel Of Service:
13.8Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 17: Linden Ave / Miro Way
Intersection Level Of Service Report
YesYesYesCrosswalk
0.000.000.00Grade [%]
35.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftRightThruThruLeftTurning Movement
Lane Configuration
EastboundSouthboundNorthboundApproach
Miro WayLinden AveName
Intersection Setup
000Bicycle Volume [bicycles/h]
000Pedestrian Volume [ped/h]
000000Local Bus Stopping Rate [/h]
000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
10274136176157266Total Analysis Volume [veh/h]
251934443966Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.58000.58000.58000.58000.58000.5800Peak Hour Factor
59437910291154Total Hourly Volume [veh/h]
000000Right-Turn on Red Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
0977102120Site-Generated Trips [veh/h]
2131007880In-Process Volume [veh/h]
1.041.041.041.041.041.04Growth Rate
0.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
37320171Base Volume Input [veh/h]
Miro WayLinden AveName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.0Detector Location [ft]
NoNoNoPedestrian Recall
NoNoNoMaximum Recall
NoNoNoMinimum Recall
0.02.00.02.02.00.0l2, Clearance Lost Time [s]
0.02.00.02.02.00.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
010010100Pedestrian Clearance [s]
050550Walk [s]
0.03.00.03.03.00.0Vehicle Extension [s]
019071710Split [s]
0.01.00.01.01.00.0All red [s]
0.03.00.03.03.00.0Amber [s]
030030300Maximum Green [s]
070770Minimum Green [s]
-Lead----Lead / Lag
Auxiliary Signal Groups
030620Signal group
PermissivePermissivePermissivePermissivePermissivePermissiveControl Type
Phasing & Timing
12.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
YesLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
190.7550.85143.5195th-Percentile Queue Length [ft]
7.632.035.7495th-Percentile Queue Length [veh]
106.2328.2579.7350th-Percentile Queue Length [ft]
4.251.133.1950th-Percentile Queue Length [veh]
YesNoYesCritical Lane Group
DAALane Group LOS
47.993.297.41d, Delay for Lane Group [s/veh]
0.860.250.48X, volume / capacity
Lane Group Results
1.001.001.00PF, progression factor
1.001.001.00Rp, platoon ratio
0.000.000.00d3, Initial Queue Delay [s]
9.960.491.82d2, Incremental Delay [s]
1.001.001.00I, Upstream Filtering Factor
0.110.500.50k, delay calibration
38.032.805.59d1, Uniform Delay [s]
2051233890c, Capacity [veh/h]
152215881062s, saturation flow rate [veh/h]
0.120.200.40(v / s)_i Volume / Saturation Flow Rate
0.130.780.78g / C, Green / Cycle
127070g_i, Effective Green Time [s]
2.002.002.00l2, Clearance Lost Time [s]
0.000.002.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.00L, Total Lost Time per Cycle [s]
909090C, Cycle Length [s]
CCCLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
3.29 47.99 47.997.41d_M, Delay for Movement [s/veh] 3.297.41
DA DAMovement LOS AA
47.993.29d_A, Approach Delay [s/veh] 7.41
DAApproach LOS A
13.84d_I, Intersection Delay [s/veh]
BIntersection LOS
0.593Intersection V/C
----------------Ring 4
----------------Ring 3
---------------6Ring 2
--------------32Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
0.612Volume to Capacity (v/c):
CLevel Of Service:
20.9Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 18: Locust Ave / Renaissance Pkwy
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Renaissance PkwyRenaissance PkwyLocust AveLocust AveName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
372671873191937711831610598391256Total Analysis Volume [veh/h]
96747804819307926249864Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.82800.82800.82800.82800.82800.82800.82800.82800.82800.82800.82800.8280Peak Hour Factor
3122115526416064982628781324212Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
0103161613000011010Site-Generated Trips [veh/h]
13957120833913133274940In-Process Volume [veh/h]
1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate
0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
2976791236259861265241264156Base Volume Input [veh/h]
Renaissance PkwyRenaissance PkwyLocust AveLocust AveName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoPedestrian Recall
NoNoNoNoNoMaximum Recall
NoNoNoNoNoMinimum Recall
0.02.00.00.02.02.00.02.00.00.02.00.0l2, Clearance Lost Time [s]
0.02.00.00.02.02.00.02.00.00.02.00.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0100010001000100Pedestrian Clearance [s]
050050050050Walk [s]
0.03.00.00.03.03.00.03.00.00.03.00.0Vehicle Extension [s]
02300371405300530Split [s]
0.01.00.00.01.01.00.01.00.00.01.00.0All red [s]
0.03.00.00.03.03.00.03.00.00.03.00.0Amber [s]
03000303003000300Maximum Green [s]
070077070070Minimum Green [s]
-----Lead------Lead / Lag
Auxiliary Signal Groups
040083020060Signal group
PermissPermissPermissPermissPermissProtectePermissPermissPermissPermissPermissPermissControl Type
Phasing & Timing
12.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
75.5377.88147.99136.1073.0866.2857.29170.8485.18283.14208.9895th-Percentile Queue Length [ft]
3.023.125.925.442.922.652.296.833.4111.338.3695th-Percentile Queue Length [veh]
41.9643.2782.2175.6140.6036.8231.8394.9147.32174.75119.3850th-Percentile Queue Length [ft]
1.681.733.293.021.621.471.273.801.896.994.7850th-Percentile Queue Length [veh]
NoNoYesNoNoYesNoNoNoYesNoCritical Lane Group
BBCBBDBBCCCLane Group LOS
16.3016.2830.5012.0210.5638.0115.4317.3933.5521.6033.11d, Delay for Lane Group [s/veh]
0.220.220.620.390.200.570.190.430.470.680.72X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.160.152.040.310.103.790.140.391.562.274.15d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.110.110.110.110.110.110.220.16k, delay calibration
16.1416.1328.4711.7110.4634.2215.2917.0031.9919.3328.96d1, Uniform Delay [s]
687717303814958135632743222718353c, Capacity [veh/h]
182119009021615190018101615190092218351080s, saturation flow rate [veh/h]
0.080.080.210.200.100.040.070.170.110.270.24(v / s)_i Volume / Saturation Flow Rate
0.380.380.380.500.500.070.390.390.390.390.39g / C, Green / Cycle
292929383863030303030g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.002.000.000.000.000.000.002.000.002.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
7676767676767676767676C, Cycle Length [s]
CCLCCLRCLCLLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
10.56 12.0238.01 30.50 16.3016.2915.4333.11 21.60d_M, Delay for Movement [s/veh] 17.3921.60 33.55
B BD BC BBCMovement LOS C BC C
14.94 21.70d_A, Approach Delay [s/veh] 20.1125.55
B CApproach LOS C C
20.87d_I, Intersection Delay [s/veh]
CIntersection LOS
0.612Intersection V/C
----------------Ring 4
----------------Ring 3
------------8-6-Ring 2
------------432-Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
0.776Volume to Capacity (v/c):
CLevel Of Service:
29.4Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 19: Locust Ave / Casmalia Ave
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Casmalia StLocust AveLocust AveName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
15711314026922603584255755285198Total Analysis Volume [veh/h]
392835723658910614147149Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.76900.76900.76900.76900.76900.76900.76900.76900.76900.76900.76900.7690Peak Hour Factor
1218710820712002753274442219152Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
5100000006000Site-Generated Trips [veh/h]
00101500068034155In-Process Volume [veh/h]
1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
678471468192264249378196141Base Volume Input [veh/h]
Casmalia StLocust AveLocust AveName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0100010001000100Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s]
02217026210301603117Split [s]
0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]
03030030300303003030Maximum Green [s]
077077077077Minimum Green [s]
--Lead--Lead--Lead--LeadLead / Lag
Auxiliary Signal Groups
061025083047Signal group
PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
12.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
206.37116.1067.12200.54244.83279.8445.4884.0887.80158.6595th-Percentile Queue Length [ft]
8.254.642.688.029.7911.191.823.363.516.3595th-Percentile Queue Length [veh]
117.4964.5037.29113.27145.81172.2325.2646.7148.7888.1450th-Percentile Queue Length [ft]
4.702.581.494.535.836.891.011.871.953.5350th-Percentile Queue Length [veh]
YesNoNoYesNoYesNoNoNoYesCritical Lane Group
CDCCCCDBBDLane Group LOS
33.8438.0821.0534.1029.3529.0935.3717.3417.3135.76d, Delay for Lane Group [s/veh]
0.840.770.250.830.840.840.480.270.270.80X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
5.836.680.275.594.634.313.040.240.235.85d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.110.110.120.110.110.110.11k, delay calibration
28.0131.4020.7828.5124.7224.7932.3317.1017.0829.92d1, Uniform Delay [s]
322182475314428503118604640248c, Capacity [veh/h]
1689177417931774158318631774176018631774s, saturation flow rate [veh/h]
0.160.080.070.150.230.230.030.090.090.11(v / s)_i Volume / Saturation Flow Rate
0.190.100.260.180.270.270.070.340.340.14g / C, Green / Cycle
147191319195252510g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
72727272727272727272C, Cycle Length [s]
CLCLRCLCCLLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
21.05 21.0534.10 38.08 33.8433.8429.3535.76 17.32d_M, Delay for Movement [s/veh] 29.0917.34 35.37
C CC CD CCBMovement LOS D CB D
30.02 35.29d_A, Approach Delay [s/veh] 29.6324.11
C DApproach LOS C C
29.40d_I, Intersection Delay [s/veh]
CIntersection LOS
0.776Intersection V/C
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
0.000Volume to Capacity (v/c):
CLevel Of Service:
21.1Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
Two-way stopControl Type:
Intersection 20: Locust Ave / North Driveway
Intersection Level Of Service Report
YesYesYesCrosswalk
0.000.000.00Grade [%]
35.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftThruLeftRightThruTurning Movement
Lane Configuration
WestboundSouthboundNorthboundApproach
North DrivewayLocust AveLocust AveName
Intersection Setup
000Pedestrian Volume [ped/h]
0066500478Total Analysis Volume [veh/h]
0016600120Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.0000Peak Hour Factor
0066500478Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
00320021Site-Generated Trips [veh/h]
002800097In-Process Volume [veh/h]
1.041.041.041.041.041.04Growth Rate
0.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
0033900346Base Volume Input [veh/h]
North DrivewayLocust AveLocust AveName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
CIntersection LOS
0.00d_I, Intersection Delay [s/veh]
CAAApproach LOS
16.100.000.00d_A, Approach Delay [s/veh]
0.000.000.000.000.000.0095th-Percentile Queue Length [ft]
0.000.000.000.000.000.0095th-Percentile Queue Length [veh]
BCAAAAMovement LOS
11.0921.120.008.290.000.00d_M, Delay for Movement [s/veh]
0.000.000.010.000.000.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
StopFreeFreePriority Scheme
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
0.000Volume to Capacity (v/c):
CLevel Of Service:
22.3Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
Two-way stopControl Type:
Intersection 21: Locust Ave / South Driveway
Intersection Level Of Service Report
YesYesYesCrosswalk
0.000.000.00Grade [%]
35.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftThruLeftRightThruTurning Movement
Lane Configuration
WestboundSouthboundNorthboundApproach
South DrivewayLocust AveLocust AveName
Intersection Setup
000Pedestrian Volume [ped/h]
210633320457Total Analysis Volume [veh/h]
5015880114Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.0000Peak Hour Factor
210633320457Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
21003200Site-Generated Trips [veh/h]
002800097In-Process Volume [veh/h]
1.041.041.041.041.041.04Growth Rate
0.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
0033900346Base Volume Input [veh/h]
South DrivewayLocust AveLocust AveName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
CIntersection LOS
0.44d_I, Intersection Delay [s/veh]
BAAApproach LOS
11.130.400.00d_A, Approach Delay [s/veh]
2.682.68103.35103.350.000.0095th-Percentile Queue Length [ft]
0.110.114.134.130.000.0095th-Percentile Queue Length [veh]
BCAAAAMovement LOS
11.1322.340.008.330.000.00d_M, Delay for Movement [s/veh]
0.030.000.010.030.000.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
StopFreeFreePriority Scheme
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
0.224Volume to Capacity (v/c):
BLevel Of Service:
13.1Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
Two-way stopControl Type:
Intersection 22: Linden Ave / North Driveway
Intersection Level Of Service Report
YesYesYesCrosswalk
0.000.000.00Grade [%]
35.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftRightThruThruLeftTurning Movement
Lane Configuration
EastboundSouthboundNorthboundApproach
North DrivewayLinden AveLinden AveName
Intersection Setup
000Pedestrian Volume [ped/h]
0128152302110Total Analysis Volume [veh/h]
032458530Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.0000Peak Hour Factor
0128152302110Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
012815252040Site-Generated Trips [veh/h]
00020330In-Process Volume [veh/h]
1.041.041.041.041.041.04Growth Rate
0.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
000240Base Volume Input [veh/h]
North DrivewayLinden AveLinden AveName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
BIntersection LOS
2.87d_I, Intersection Delay [s/veh]
BAAApproach LOS
13.100.000.00d_A, Approach Delay [s/veh]
21.3121.310.000.000.000.0095th-Percentile Queue Length [ft]
0.850.850.000.000.000.0095th-Percentile Queue Length [veh]
BBAAAAMovement LOS
11.2713.100.000.000.007.70d_M, Delay for Movement [s/veh]
0.000.220.000.000.000.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
StopFreeFreePriority Scheme
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
0.271Volume to Capacity (v/c):
BLevel Of Service:
12.1Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
Two-way stopControl Type:
Intersection 23: Linden Ave / Middle Driveway
Intersection Level Of Service Report
YesYesYesCrosswalk
0.000.000.00Grade [%]
35.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftRightThruThruLeftTurning Movement
Lane Configuration
EastboundSouthboundNorthboundApproach
Center DrivewayLinden AveLinden AveName
Intersection Setup
000Pedestrian Volume [ped/h]
512042520576Total Analysis Volume [veh/h]
135165122Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.0000Peak Hour Factor
512042520576Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
5120425006Site-Generated Trips [veh/h]
00020330In-Process Volume [veh/h]
1.041.041.041.041.041.04Growth Rate
0.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
000240Base Volume Input [veh/h]
Center DrivewayLinden AveLinden AveName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
BIntersection LOS
6.25d_I, Intersection Delay [s/veh]
BAAApproach LOS
12.020.003.54d_A, Approach Delay [s/veh]
36.5536.550.000.000.730.7395th-Percentile Queue Length [ft]
1.461.460.000.000.030.0395th-Percentile Queue Length [veh]
BBAAAAMovement LOS
11.6712.110.000.000.007.68d_M, Delay for Movement [s/veh]
0.060.270.000.000.000.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
StopFreeFreePriority Scheme
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
0.000Volume to Capacity (v/c):
BLevel Of Service:
11.1Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
Two-way stopControl Type:
Intersection 24: Linden Ave / South Driveway
Intersection Level Of Service Report
YesYesYesCrosswalk
0.000.000.00Grade [%]
35.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftRightThruThruLeftTurning Movement
Lane Configuration
EastboundSouthboundNorthboundApproach
South DrivewayLinden AveLinden AveName
Intersection Setup
000Pedestrian Volume [ped/h]
128002561315Total Analysis Volume [veh/h]
32006434Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.0000Peak Hour Factor
128002561315Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
1280051615Site-Generated Trips [veh/h]
00020330In-Process Volume [veh/h]
1.041.041.041.041.041.04Growth Rate
0.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
000240Base Volume Input [veh/h]
South DrivewayLinden AveLinden AveName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
BIntersection LOS
3.53d_I, Intersection Delay [s/veh]
BAAApproach LOS
10.460.004.16d_A, Approach Delay [s/veh]
14.4514.450.000.001.621.6295th-Percentile Queue Length [ft]
0.580.580.000.000.060.0695th-Percentile Queue Length [veh]
BBAAAAMovement LOS
10.4611.110.000.000.007.76d_M, Delay for Movement [s/veh]
0.160.000.000.000.000.01V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
StopFreeFreePriority Scheme
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj AM
Version 5.00-00
Generated with
Intersection Analysis Summary
4/18/2017Report File: K:\...\5 OY CUM WP WTD AVG_FULL_PM.pdf
Scenario 18 OY + Cum + Proj PMVistro File: K:\...\PA 108 B6_OY Cum_PM.vistro
Revised Building 6
V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. forall other control types, they are taken for the whole intersection.
B14.70.000EB LeftHCM 2010Two-way stopLinden Ave / South Driveway24
B12.90.004EB LeftHCM 2010Two-way stopLinden Ave / Middle Driveway23
B13.30.005EB LeftHCM 2010Two-way stopLinden Ave / North Driveway22
C18.80.000WB LeftHCM 2010Two-way stopLocust Ave / South Driveway21
C18.20.000WB LeftHCM 2010Two-way stopLocust Ave / North Driveway20
B17.60.590WB LeftHCM 2010SignalizedLocust Ave / Casmalia Ave19
B16.90.530EB LeftHCM 2010SignalizedLocust Ave / Renaissance
Pkwy18
C23.40.463EB RightHCM 2010SignalizedLinden Ave / Miro Way17
C24.00.554SB ThruHCM 2010SignalizedLocust Ave / Miro Way16
C32.90.839WB LeftHCM 2010SignalizedAyala Dr / Baseline Rd15
C24.00.803WB LeftHCM 2010SignalizedAyala Dr / Renaissance Pkwy14
B19.60.828NB RightHCM 2010SignalizedAyala Dr / SR-210 EB Ramps13
B15.70.740NB LeftHCM 2010SignalizedAyala Dr / SR-210 WB
Ramps12
C26.50.454SB LeftHCM 2010SignalizedAyala Dr / Casmalia St11
B16.20.452WB LeftHCM 2010SignalizedBaseline Rd / Linden Ave10
C25.90.580EB LeftHCM 2010SignalizedLinden Ave / Renaissance
Pkwy9
C27.20.570NB LeftHCM 2010SignalizedLinden Ave / Casmalia St8
B16.10.614WB LeftHCM 2010SignalizedBaseline Rd / Locust Ave7
D38.50.891NB ThruHCM 2010SignalizedAlder Ave / Baseline Rd6
A5.80.612WB RightHCM 2010SignalizedMiro Way/Alder Ave5
D54.01.012WB RightHCM 2010SignalizedAlder Ave / Renaissance
Pkwy3
F128.11.229NB RightHCM 2010SignalizedAlder Ave / SR-210 EB
Ramps2
F125.41.248NB LeftHCM 2010SignalizedAlder Ave / SR-210 WB
Ramps1
LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
1.248Volume to Capacity (v/c):
FLevel Of Service:
125.4Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 1: Alder Ave / SR-210 WB Ramps
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
SR-210 WB RampsSR-210 WB RampsAlder AveName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
1721039900062055700571880Total Analysis Volume [veh/h]
43310000015513900143220Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.96100.96100.96101.00001.00001.00000.96100.96101.00001.00000.96100.9610Peak Hour Factor
1651038300059653500549846Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
0000000000014Site-Generated Trips [veh/h]
76012200031925400209490In-Process Volume [veh/h]
1.041.041.041.001.001.001.041.041.001.001.041.04Growth Rate
0.000.000.002.002.002.000.000.002.002.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
861025100026627000327329Base Volume Input [veh/h]
SR-210 WB RampsSR-210 WB RampsAlder AveName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoPedestrian Recall
NoNoNoNoMaximum Recall
NoNoNoNoMinimum Recall
0.02.00.00.00.00.00.02.00.00.02.02.0l2, Clearance Lost Time [s]
0.02.00.00.00.00.00.02.00.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
010000001000100Pedestrian Clearance [s]
050000050050Walk [s]
0.03.00.00.00.00.00.03.00.00.03.03.0Vehicle Extension [s]
0260000030006434Split [s]
0.01.00.00.00.00.00.01.00.00.01.01.0All red [s]
0.03.00.00.00.00.00.03.00.00.03.03.0Amber [s]
0300000030003030Maximum Green [s]
070000070077Minimum Green [s]
-----------LeadLead / Lag
Auxiliary Signal Groups
040000020061Signal group
SplitSplitSplitPermissProtectePermissPermissPermissPermissPermissPermissProtecteControl Type
Phasing & Timing
12.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
159.78387.281017.28539.8186.362020.4895th-Percentile Queue Length [ft]
6.3915.4940.6921.593.4580.8295th-Percentile Queue Length [veh]
88.76256.07688.62379.9747.981318.4550th-Percentile Queue Length [ft]
3.5510.2427.5415.201.9252.7450th-Percentile Queue Length [veh]
NoYesYesNoNoYesCritical Lane Group
CDFDAFLane Group LOS
31.3947.81148.9451.816.19287.31d, Delay for Lane Group [s/veh]
0.460.901.220.930.241.55X, volume / capacity
Lane Group Results
1.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.8112.96116.2320.090.05254.60d2, Incremental Delay [s]
1.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.230.500.400.110.50k, delay calibration
30.5834.8532.7031.726.1432.70d1, Uniform Delay [s]
4004445085972427569c, Capacity [veh/h]
162818101615190036181810s, saturation flow rate [veh/h]
0.110.220.380.290.160.49(v / s)_i Volume / Saturation Flow Rate
0.250.250.310.310.670.31g / C, Green / Cycle
232330306430g_i, Effective Green Time [s]
2.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
959595959595C, Cycle Length [s]
CLCCCLLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
0.00 0.000.00 47.81 31.3931.39148.94287.31 6.19d_M, Delay for Movement [s/veh] 51.810.00 0.00
CD CFAMovement LOS F D
0.00 42.66d_A, Approach Delay [s/veh] 102.97176.68
A DApproach LOS F F
125.38d_I, Intersection Delay [s/veh]
FIntersection LOS
1.248Intersection V/C
----------------Ring 4
----------------Ring 3
---------------6Ring 2
-------------421Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
1.229Volume to Capacity (v/c):
FLevel Of Service:
128.1Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 2: Alder Ave / SR-210 EB Ramps
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
SR-210 EB RampsSR-210 EB RampsAlder AveAlder AvenueName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
0006625352065625361910930Total Analysis Volume [veh/h]
0001661880164631552730Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00000.97400.97400.97401.00000.97400.97400.97400.97401.0000Peak Hour Factor
0006455343063924660310650Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
00089000000140Site-Generated Trips [veh/h]
000221011502501252995910In-Process Volume [veh/h]
1.001.001.001.041.041.041.001.041.041.041.041.00Growth Rate
2.002.002.000.000.000.002.000.000.000.000.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
000322521903741162924420Base Volume Input [veh/h]
SR-210 EB RampsSR-210 EB RampsAlder AveAlder AvenueName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoPedestrian Recall
NoNoNoNoMaximum Recall
NoNoNoNoMinimum Recall
0.00.00.00.02.00.00.02.02.00.02.00.0l2, Clearance Lost Time [s]
0.00.00.00.02.00.00.02.02.00.02.00.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
000010001000100Pedestrian Clearance [s]
000050050050Walk [s]
0.00.00.00.03.00.00.03.03.00.03.00.0Vehicle Extension [s]
0000400050140360Split [s]
0.00.00.00.01.00.00.01.01.00.01.00.0All red [s]
0.00.00.00.03.00.00.03.03.00.03.00.0Amber [s]
0000300030300300Maximum Green [s]
000070077070Minimum Green [s]
--------Lead---Lead / Lag
Auxiliary Signal Groups
000080025060Signal group
PermissProtectePermissSplitSplitSplitPermissPermissProtectePermissPermissPermissControl Type
Phasing & Timing
12.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
953.62241.58135.39233.801776.811442.6295th-Percentile Queue Length [ft]
38.149.665.429.3571.0757.7095th-Percentile Queue Length [veh]
650.99143.3975.22137.611163.05977.9350th-Percentile Queue Length [ft]
26.045.743.015.5046.5239.1250th-Percentile Queue Length [veh]
YesNoNoYesYesNoCritical Lane Group
FCBDFFLane Group LOS
126.0623.8610.3141.37244.99172.29d, Delay for Lane Group [s/veh]
1.180.570.320.841.461.30X, volume / capacity
Lane Group Results
1.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.00d3, Initial Queue Delay [s]
97.920.990.096.45216.85144.14d2, Incremental Delay [s]
1.001.001.001.001.001.00I, Upstream Filtering Factor
0.500.130.110.110.500.50k, delay calibration
28.1422.8710.2234.9228.1428.14d1, Uniform Delay [s]
5616302024300586661c, Capacity [veh/h]
161518113618181016851900s, saturation flow rate [veh/h]
0.410.200.180.140.510.45(v / s)_i Volume / Saturation Flow Rate
0.350.350.560.170.350.35g / C, Green / Cycle
303048143030g_i, Effective Green Time [s]
2.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
868686868686C, Cycle Length [s]
RCCLCCLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
23.86 126.0623.86 0.00 0.000.000.000.00 188.05d_M, Delay for Movement [s/veh] 10.31244.99 41.37
C FCFMovement LOS BF D
90.25 0.00d_A, Approach Delay [s/veh] 18.96208.64
F AApproach LOS F B
128.13d_I, Intersection Delay [s/veh]
FIntersection LOS
1.229Intersection V/C
----------------Ring 4
----------------Ring 3
-------------865Ring 2
---------------2Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
1.012Volume to Capacity (v/c):
DLevel Of Service:
54.0Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 3: Alder Ave / Renaissance Pkwy
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Renaissance PkwyRenaissance PkwyAlder AvenueAlder AvenueName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
322117478120315320580634167128483Total Analysis Volume [veh/h]
81291220513851202851732121Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.95000.95000.95000.95000.95000.95000.95000.95000.95000.95000.95000.9500Peak Hour Factor
306111457719314519576632464122079Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
140002600089000Site-Generated Trips [veh/h]
19754245142821032421243861070In-Process Volume [veh/h]
1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate
0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
915520251206188504107255879Base Volume Input [veh/h]
Renaissance PkwyRenaissance PkwyAlder AvenueAlder AvenueName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0100010001000100Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s]
01911019110494101911Split [s]
0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]
03030030300303003030Maximum Green [s]
077077077077Minimum Green [s]
--Lead--Lead--Lead--LeadLead / Lag
Auxiliary Signal Groups
047083061025Signal group
PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
16.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
574.97112.8249.08130.50137.80226.7598.33515.39305.74653.11653.6488.6795th-Percentile Queue Length [ft]
23.004.511.965.225.519.073.9320.6212.2326.1226.153.5595th-Percentile Queue Length [veh]
370.1462.6827.2772.5076.55129.4054.63359.84192.09474.49474.9349.2650th-Percentile Queue Length [ft]
14.812.511.092.903.065.182.1914.397.6818.9819.001.9750th-Percentile Queue Length [veh]
YesNoNoNoNoYesNoNoYesYesNoNoCritical Lane Group
FDDDDFBCDEEDLane Group LOS
161.0636.8145.0435.8435.2392.2212.5724.7141.0958.0456.7647.23d, Delay for Lane Group [s/veh]
1.210.370.480.420.401.060.250.830.880.990.980.67X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
123.483.383.673.853.3350.820.165.886.7729.6228.406.26d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.500.500.110.500.500.110.110.340.110.440.440.11k, delay calibration
37.5833.4441.3631.9931.9141.4012.4218.8334.3228.4228.3640.96d1, Uniform Delay [s]
26631497329363145822967386680692123c, Capacity [veh/h]
161519001810172119001810161519001810186719001810s, saturation flow rate [veh/h]
0.200.060.030.080.080.080.130.420.190.360.360.05(v / s)_i Volume / Saturation Flow Rate
0.170.170.050.190.190.080.510.510.210.360.360.07g / C, Green / Cycle
151551717746461933336g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
909090909090909090909090C, Cycle Length [s]
CCLCCLRCLCCLLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
35.40 35.8492.22 45.04 161.0636.8112.5747.23 57.36d_M, Delay for Movement [s/veh] 24.7158.04 41.09
D DF FD DBEMovement LOS D CE D
55.37 119.93d_A, Approach Delay [s/veh] 27.0056.81
E FApproach LOS E C
54.04d_I, Intersection Delay [s/veh]
DIntersection LOS
1.012Intersection V/C
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
0.612Volume to Capacity (v/c):
ALevel Of Service:
5.8Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 5: Miro Way/Alder Ave
Intersection Level Of Service Report
YesYesYesCrosswalk
0.000.000.00Grade [%]
35.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftThruLeftRightThruTurning Movement
Lane Configuration
WestboundSouthboundNorthboundApproach
Miro WayAlder AvenueAlder AveName
Intersection Setup
000Bicycle Volume [bicycles/h]
000Pedestrian Volume [ped/h]
000000Local Bus Stopping Rate [/h]
000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
21341660127115732Total Analysis Volume [veh/h]
53101653229183Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.97100.97100.97100.97100.97100.9710Peak Hour Factor
20740641123112711Total Hourly Volume [veh/h]
000000Right-Turn on Red Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
0100770Site-Generated Trips [veh/h]
1803314110235238In-Process Volume [veh/h]
1.041.041.041.041.041.04Growth Rate
0.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
266481200455Base Volume Input [veh/h]
Miro WayAlder AvenueAlder AveName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.0Detector Location [ft]
NoNoNoPedestrian Recall
NoNoNoMaximum Recall
NoNoNoMinimum Recall
0.02.02.00.00.02.0l2, Clearance Lost Time [s]
0.02.02.00.00.02.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
010100010Pedestrian Clearance [s]
055005Walk [s]
0.03.03.00.00.03.0Vehicle Extension [s]
067230023Split [s]
0.01.01.00.00.01.0All red [s]
0.03.03.00.00.03.0Amber [s]
030300030Maximum Green [s]
077007Minimum Green [s]
-Lead----Lead / Lag
Auxiliary Signal Groups
046002Signal group
PermissivePermissivePermissivePermissivePermissivePermissiveControl Type
Phasing & Timing
12.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
46.867.1516.1020.4424.1623.5795th-Percentile Queue Length [ft]
1.870.290.640.820.970.9495th-Percentile Queue Length [veh]
26.033.978.9511.3513.4213.1050th-Percentile Queue Length [ft]
1.040.160.360.450.540.5250th-Percentile Queue Length [veh]
YesNoNoNoYesNoCritical Lane Group
BAAAAALane Group LOS
12.889.744.219.174.704.60d, Delay for Lane Group [s/veh]
0.640.110.350.290.440.42X, volume / capacity
Lane Group Results
1.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.00d3, Initial Queue Delay [s]
2.060.130.110.350.330.29d2, Incremental Delay [s]
1.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.110.110.11k, delay calibration
10.829.614.108.834.374.31d1, Uniform Delay [s]
3323721901445953998c, Capacity [veh/h]
16151810361866118131900s, saturation flow rate [veh/h]
0.130.020.180.190.230.22(v / s)_i Volume / Saturation Flow Rate
0.210.210.530.530.530.53g / C, Green / Cycle
6616161616g_i, Effective Green Time [s]
2.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.002.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
303030303030C, Cycle Length [s]
RLCLCCLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
4.21 9.74 12.884.64d_M, Delay for Movement [s/veh] 9.174.70
AA BAMovement LOS AA
12.375.01d_A, Approach Delay [s/veh] 4.65
BAApproach LOS A
5.84d_I, Intersection Delay [s/veh]
AIntersection LOS
0.612Intersection V/C
----------------Ring 4
----------------Ring 3
--------------6-Ring 2
------------4-2-Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
0.891Volume to Capacity (v/c):
DLevel Of Service:
38.5Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 6: Alder Ave / Baseline Rd
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00215.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000100000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Baseline RdBaseline RdAlder AveAlder AveName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
209462817453993864742064050275Total Analysis Volume [veh/h]
5211620181352322118521012519Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.96500.96500.96500.96500.96500.96500.96500.96500.96500.96500.96500.9650Peak Hour Factor
202446787152090834571993948472Total Hourly Volume [veh/h]
6200000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
00000260100510Site-Generated Trips [veh/h]
906135051222316054131070In-Process Volume [veh/h]
1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate
0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
108370416845140582851392531369Base Volume Input [veh/h]
Baseline RdBaseline RdAlder AveAlder AveName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoMaximum Recall
NoYesNoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0100010001000100Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s]
02911034160241403121Split [s]
0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]
0307030300303003030Maximum Green [s]
077077077077Minimum Green [s]
--Lead--Lead--Lead--LeadLead / Lag
Auxiliary Signal Groups
047083025061Signal group
PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
16.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
156.64366.8185.2950.06485.95100.0850.81323.00207.15493.5178.3895th-Percentile Queue Length [ft]
6.2714.673.412.0019.444.002.0312.928.2919.743.1495th-Percentile Queue Length [veh]
87.02239.8247.3927.81335.7155.6028.23205.46118.06341.8943.5450th-Percentile Queue Length [ft]
3.489.591.901.1113.432.221.138.224.7213.681.7450th-Percentile Queue Length [veh]
NoNoYesNoYesNoNoNoYesYesNoCritical Lane Group
CCDCDDBCDDDLane Group LOS
25.5234.6046.5122.7147.5548.3218.1925.2544.4048.5645.88d, Delay for Lane Group [s/veh]
0.430.800.660.150.930.730.140.650.830.930.63X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.595.925.880.1417.487.640.102.446.8918.625.24d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.250.110.110.340.110.110.260.110.350.11k, delay calibration
24.9328.6840.6422.5730.0740.6818.0922.8237.5129.9540.64d1, Uniform Delay [s]
489576123494581128615724249581120c, Capacity [veh/h]
16151900181016151900181016151900181018761810s, saturation flow rate [veh/h]
0.130.240.040.050.280.050.050.250.110.290.04(v / s)_i Volume / Saturation Flow Rate
0.300.300.070.310.310.070.380.380.140.310.07g / C, Green / Cycle
2727627276343412286g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
8989898989898989898989C, Cycle Length [s]
RCLRCLRCLCLLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
47.55 22.7148.32 46.51 25.5234.6018.1945.88 48.56d_M, Delay for Movement [s/veh] 25.2548.56 44.40
D CD CD CBDMovement LOS D CD D
45.04 33.36d_A, Approach Delay [s/veh] 29.6148.24
D CApproach LOS D C
38.48d_I, Intersection Delay [s/veh]
DIntersection LOS
0.891Intersection V/C
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
0.614Volume to Capacity (v/c):
BLevel Of Service:
16.1Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 7: Baseline Rd / Locust Ave
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Baseline RdBaseline RdLocust AveLocust AveName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
6655041126701601082271106017078Total Analysis Volume [veh/h]
16138103217515275728154320Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.88000.88000.88000.88000.88000.88000.88000.88000.88000.88000.88000.8800Peak Hour Factor
58484361116175395200975315069Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
138300138294618270130In-Process Volume [veh/h]
1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate
0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
43386351074612347175675113266Base Volume Input [veh/h]
Baseline RdBaseline RdLocust AveLocust AveName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0100010001000100Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s]
03511037130281402814Split [s]
0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]
03030030300303003030Maximum Green [s]
077077077077Minimum Green [s]
--Lead--Lead--Lead--LeadLead / Lag
Auxiliary Signal Groups
047083025061Signal group
PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
16.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
99.82102.7817.2334.65109.8924.0336.4484.4342.1320.2362.4830.4695th-Percentile Queue Length [ft]
3.994.110.691.394.400.961.463.381.690.812.501.2295th-Percentile Queue Length [veh]
55.4657.109.5719.2561.0513.3520.2446.9123.4011.2434.7116.9250th-Percentile Queue Length [ft]
2.222.280.380.772.440.530.811.880.940.451.390.6850th-Percentile Queue Length [veh]
NoNoYesNoYesNoNoYesNoNoNoYesCritical Lane Group
BBCBBBBBBBBBLane Group LOS
15.5615.4720.5612.3314.6319.7416.0218.4318.9615.9718.0919.28d, Delay for Lane Group [s/veh]
0.650.650.350.280.710.390.380.670.500.240.570.43X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
1.551.481.760.350.931.570.812.311.730.471.701.56d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.110.110.110.110.110.110.110.110.11k, delay calibration
14.0114.0018.7911.9813.7018.1615.2116.1217.2315.5016.3917.73d1, Uniform Delay [s]
465483117444994155288338221254299184c, Capacity [veh/h]
183019001810161536181810161519001810161519001810s, saturation flow rate [veh/h]
0.170.160.020.080.190.030.070.120.060.040.090.04(v / s)_i Volume / Saturation Flow Rate
0.250.250.060.270.270.090.180.180.120.160.160.10g / C, Green / Cycle
1111311114775774g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
424242424242424242424242C, Cycle Length [s]
CCLRCLRCLRCLLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
14.63 12.3319.74 20.56 15.5615.5116.0219.28 18.09d_M, Delay for Movement [s/veh] 18.4315.97 18.96
B BB BC BBBMovement LOS B BB B
14.65 15.83d_A, Approach Delay [s/veh] 17.9717.98
B BApproach LOS B B
16.08d_I, Intersection Delay [s/veh]
BIntersection LOS
0.614Intersection V/C
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
0.570Volume to Capacity (v/c):
CLevel Of Service:
27.2Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 8: Linden Ave / Casmalia St
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Casmalia StCasmalia StLinden AveLinden AveName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
33187193030461448722913664Total Analysis Volume [veh/h]
8475876151121873161Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.89700.89700.89700.89700.89700.89700.89700.89700.89700.89700.89700.8970Peak Hour Factor
30168172727355402652612594Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
0012000000001Site-Generated Trips [veh/h]
04800110001400180In-Process Volume [veh/h]
1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate
0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
2911552615753387492512393Base Volume Input [veh/h]
Casmalia StCasmalia StLinden AveLinden AveName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0100010001000100Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s]
02911030120382102811Split [s]
0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]
03030030300303003030Maximum Green [s]
077077077077Minimum Green [s]
--Lead--Lead--Lead--LeadLead / Lag
Auxiliary Signal Groups
047083061025Signal group
PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
16.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
204.1420.76301.2363.53217.5826.4030.735.1726.735.5295th-Percentile Queue Length [ft]
8.170.8312.052.548.701.061.230.211.070.2295th-Percentile Queue Length [veh]
115.8711.53188.6135.30125.6614.6717.072.8714.853.0750th-Percentile Queue Length [ft]
4.630.467.541.415.030.590.680.110.590.1250th-Percentile Queue Length [veh]
NoYesYesNoYesNoNoNoNoYesCritical Lane Group
DDDDBADAADLane Group LOS
37.7346.3541.4545.0712.798.4045.319.379.7252.50d, Delay for Lane Group [s/veh]
0.690.340.880.540.480.070.390.010.060.25X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
2.673.556.624.021.750.113.210.030.128.10d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.110.500.500.110.500.500.11k, delay calibration
35.0642.8034.8241.0411.048.2942.109.349.6044.40d1, Uniform Delay [s]
31956381112936110175883103916c, Capacity [veh/h]
1851181018701810161519001810161519001810s, saturation flow rate [veh/h]
0.120.010.180.030.280.040.020.010.030.00(v / s)_i Volume / Saturation Flow Rate
0.170.030.200.060.580.580.040.550.550.01g / C, Green / Cycle
1531865252449491g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
90909090909090909090C, Cycle Length [s]
CLCLCCLRCLLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
41.45 41.4545.07 46.35 37.7337.7312.7952.50 9.72d_M, Delay for Movement [s/veh] 8.409.37 45.31
D DD DD DBAMovement LOS D AA D
42.01 38.42d_A, Approach Delay [s/veh] 13.9311.72
D DApproach LOS B B
27.17d_I, Intersection Delay [s/veh]
CIntersection LOS
0.570Intersection V/C
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
0.580Volume to Capacity (v/c):
CLevel Of Service:
25.9Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 9: Linden Ave / Renaissance Pkwy
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Renaissance PkwyRenaissance PkwyLinden AveLinden AveName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
4221129325535234370751325120Total Analysis Volume [veh/h]
11537364888901933130Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.92500.92500.92500.92500.92500.92500.92501.00000.92500.92500.92500.9250Peak Hour Factor
3919527123632631340691225111Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
001791541401200211Site-Generated Trips [veh/h]
14979282121000101204110In-Process Volume [veh/h]
1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate
0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
2494001843021057000Base Volume Input [veh/h]
Renaissance PkwyRenaissance PkwyLinden AveLinden AveName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.00.00.02.00.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.00.00.02.00.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0100010001000100Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.00.00.03.00.0Vehicle Extension [s]
034230221104500450Split [s]
0.01.01.00.01.01.00.01.00.00.01.00.0All red [s]
0.03.03.00.03.03.00.03.00.00.03.00.0Amber [s]
030300303003000300Maximum Green [s]
077077070070Minimum Green [s]
--Lead--Lead------Lead / Lag
Auxiliary Signal Groups
047083060020Signal group
PermissPermissProtectePermissPermissProtectePermissPermissPermissPermissPermissPermissControl Type
Phasing & Timing
12.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
48.1950.30272.34186.36204.7435.8927.190.0076.61216.5095th-Percentile Queue Length [ft]
1.932.0110.897.458.191.441.090.003.068.6695th-Percentile Queue Length [veh]
26.7727.94166.52103.53116.3119.9415.110.0042.56124.8750th-Percentile Queue Length [ft]
1.071.126.664.144.650.800.600.001.704.9950th-Percentile Queue Length [veh]
NoNoYesYesNoNoNoNoNoYesCritical Lane Group
AADBBDCADCLane Group LOS
9.029.0042.3419.2618.9345.3426.110.0043.7031.81d, Delay for Lane Group [s/veh]
0.120.120.870.400.390.420.090.000.460.59X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.240.226.811.691.423.470.100.001.981.25d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.500.500.110.500.500.110.110.110.110.11k, delay calibration
8.788.7835.5317.5717.5141.8726.010.0041.7130.56d1, Uniform Delay [s]
1028109033770882081401472164438c, Capacity [veh/h]
1792190018101640190018101615190012721528s, saturation flow rate [veh/h]
0.070.070.160.170.170.020.020.000.060.17(v / s)_i Volume / Saturation Flow Rate
0.570.570.190.430.430.040.250.250.250.25g / C, Green / Cycle
5252173939422222222g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.002.002.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
90909090909090909090C, Cycle Length [s]
CCLCCLRCLCLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
18.96 19.2645.34 42.34 9.029.0126.1131.81 31.81d_M, Delay for Movement [s/veh] 0.0031.81 43.70
B BD AD ACCMovement LOS C AC D
20.48 26.90d_A, Approach Delay [s/veh] 37.8931.81
C CApproach LOS C D
25.86d_I, Intersection Delay [s/veh]
CIntersection LOS
0.580Intersection V/C
----------------Ring 4
----------------Ring 3
-------------876Ring 2
-------------432Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
0.452Volume to Capacity (v/c):
BLevel Of Service:
16.2Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 10: Baseline Rd / Linden Ave
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Baseline RdBaseline RdLinden AveLinden AveName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
20050510059686141918168901237Total Analysis Volume [veh/h]
501262515172355422239Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.93400.93400.93400.93400.93400.93400.93400.93400.93400.93400.93400.9340Peak Hour Factor
1874729355641131817157841135Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
10200000002000Site-Generated Trips [veh/h]
7986130158121731451010In-Process Volume [veh/h]
1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate
0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
63717753464111310711034Base Volume Input [veh/h]
Baseline RdBaseline RdLinden AveLinden AveName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.00.00.02.00.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.00.00.02.00.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0100010001000100Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.00.00.03.00.0Vehicle Extension [s]
060170541101900190Split [s]
0.01.01.00.01.01.00.01.00.00.01.00.0All red [s]
0.03.03.00.03.03.00.03.00.00.03.00.0Amber [s]
030300303003000300Maximum Green [s]
077077070070Minimum Green [s]
--Lead--Lead------Lead / Lag
Auxiliary Signal Groups
047083060020Signal group
PermissPermissProtectePermissPermissProtectePermissPermissPermissPermissPermissPermissControl Type
Phasing & Timing
12.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
56.24168.82110.47138.25141.6315.8230.85183.4378.4343.1195th-Percentile Queue Length [ft]
2.256.754.425.535.670.631.237.343.141.7295th-Percentile Queue Length [veh]
31.2593.7961.3776.8178.688.7917.14101.9143.5723.9550th-Percentile Queue Length [ft]
1.253.752.453.073.150.350.694.081.740.9650th-Percentile Queue Length [veh]
NoYesNoNoNoYesNoYesNoNoCritical Lane Group
AADAADCDCCLane Group LOS
5.787.3650.068.528.5047.4532.1048.6233.7834.13d, Delay for Lane Group [s/veh]
0.180.390.770.320.320.320.130.800.330.18X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.370.919.030.720.704.220.196.800.720.30d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.500.500.110.500.500.110.110.110.110.11k, delay calibration
5.416.4641.047.807.8043.2331.9041.8233.0733.83d1, Uniform Delay [s]
109112841301159119243291210270276c, Capacity [veh/h]
1615190018101848190018101742142416151231s, saturation flow rate [veh/h]
0.120.270.060.200.200.010.020.120.060.04(v / s)_i Volume / Saturation Flow Rate
0.680.680.070.630.630.020.170.170.170.17g / C, Green / Cycle
616165757215151515g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.002.000.002.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
90909090909090909090C, Cycle Length [s]
RCLCCLCLRCLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
8.51 8.5247.45 50.06 5.787.3632.1034.13 34.13d_M, Delay for Movement [s/veh] 32.1033.78 48.62
A AD AD ACCMovement LOS C CC D
9.23 12.27d_A, Approach Delay [s/veh] 45.6433.91
A BApproach LOS C D
16.22d_I, Intersection Delay [s/veh]
BIntersection LOS
0.452Intersection V/C
----------------Ring 4
----------------Ring 3
-------------876Ring 2
-------------432Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
0.454Volume to Capacity (v/c):
CLevel Of Service:
26.5Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 11: Ayala Dr / Casmalia St
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Casmalia StCasmalia StAyala DrAyala DrName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
83472263563710218594426199Total Analysis Volume [veh/h]
29186614925412310650Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.92800.92800.92800.92800.92800.92800.92800.92800.92800.92800.92800.9280Peak Hour Factor
7326724452349202587395185Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
0000000000012Site-Generated Trips [veh/h]
09010091110001338In-Process Volume [veh/h]
1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate
0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
7226413841328185584367130Base Volume Input [veh/h]
Casmalia StCasmalia StAyala DrAyala DrName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0100010001000100Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s]
01913025190191603633Split [s]
0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]
03030030300303003030Maximum Green [s]
077077077077Minimum Green [s]
--Lead--Lead--Lead--LeadLead / Lag
Auxiliary Signal Groups
047083061025Signal group
PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
16.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
6.2026.6375.56252.6845.6838.7463.4363.756.59111.95118.23203.2895th-Percentile Queue Length [ft]
0.251.073.0210.111.831.552.542.550.264.484.738.1395th-Percentile Queue Length [veh]
3.4414.8041.98151.6825.3821.5235.2435.423.6662.1965.68115.2550th-Percentile Queue Length [ft]
0.140.591.686.071.020.861.411.420.152.492.634.6150th-Percentile Queue Length [veh]
NoNoYesYesNoNoYesNoNoNoNoYesCritical Lane Group
CCDDCDBBDBBDLane Group LOS
28.7129.1545.7343.3930.9444.9115.6415.6251.4210.8110.7744.78d, Delay for Lane Group [s/veh]
0.020.090.600.870.160.420.140.140.260.250.250.82X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.030.104.787.760.213.220.360.357.150.610.576.78d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.110.110.110.500.500.110.500.500.11k, delay calibration
28.6829.0540.9535.6330.7341.6915.2815.2744.2710.2010.2038.00d1, Uniform Delay [s]
33038912030235587815828199971063242c, Capacity [veh/h]
161519001810161519001810187119001810178319001810s, saturation flow rate [veh/h]
0.000.020.040.160.030.020.060.060.000.140.140.11(v / s)_i Volume / Saturation Flow Rate
0.200.200.070.190.190.050.440.440.010.560.560.13g / C, Green / Cycle
181861717439391505012g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
909090909090909090909090C, Cycle Length [s]
RCLRCLCCLCCLLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
30.94 43.3944.91 45.73 28.7129.1515.6444.78 10.78d_M, Delay for Movement [s/veh] 15.6310.81 51.42
C DD CD CBBMovement LOS D BB D
41.59 39.59d_A, Approach Delay [s/veh] 16.4020.20
D DApproach LOS C B
26.48d_I, Intersection Delay [s/veh]
CIntersection LOS
0.454Intersection V/C
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
0.740Volume to Capacity (v/c):
BLevel Of Service:
15.7Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 12: Ayala Dr / SR-210 WB Ramps
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
SR-210 WB RampsSR-210 WB RampsAyala DrAyala DrName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
371659400021059700522441Total Analysis Volume [veh/h]
9321480005314900130110Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.92800.92800.92801.00001.00001.00000.92800.92801.00001.00000.92800.9280Peak Hour Factor
344655100019555400484409Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
120102000000000Site-Generated Trips [veh/h]
1380105000572450011910In-Process Volume [veh/h]
1.041.041.041.001.001.001.041.041.001.001.041.04Growth Rate
0.000.000.002.002.002.000.000.002.002.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
187633100013329700351384Base Volume Input [veh/h]
SR-210 WB RampsSR-210 WB RampsAyala DrAyala DrName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoPedestrian Recall
NoNoNoNoMaximum Recall
NoNoNoNoMinimum Recall
0.02.00.00.00.00.00.02.00.00.02.02.0l2, Clearance Lost Time [s]
0.02.00.00.00.00.00.02.00.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
010000001000100Pedestrian Clearance [s]
050000050050Walk [s]
0.03.00.00.00.00.00.03.00.00.03.03.0Vehicle Extension [s]
0310000031005928Split [s]
0.01.00.00.00.00.00.01.00.00.01.01.0All red [s]
0.03.00.00.00.00.00.03.00.00.03.03.0Amber [s]
0300000030003030Maximum Green [s]
070000070077Minimum Green [s]
-----------LeadLead / Lag
Auxiliary Signal Groups
040000020061Signal group
SplitSplitSplitPermissProtectePermissPermissPermissPermissPermissPermissProtecteControl Type
Phasing & Timing
12.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
135.01129.00128.15169.70160.9039.8095.3095th-Percentile Queue Length [ft]
5.405.165.136.796.441.593.8195th-Percentile Queue Length [veh]
75.0071.6671.1994.2889.3922.1152.9550th-Percentile Queue Length [ft]
3.002.872.853.773.580.882.1250th-Percentile Queue Length [veh]
YesNoNoYesNoNoYesCritical Lane Group
BBBBBABLane Group LOS
18.3717.2517.1018.5217.195.5719.88d, Delay for Lane Group [s/veh]
0.730.660.650.790.720.260.68X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
2.301.531.442.701.750.071.27d2, Incremental Delay [s]
1.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.110.110.110.11k, delay calibration
16.0815.7115.6615.8315.435.5018.62d1, Uniform Delay [s]
4444904985145612031648c, Capacity [veh/h]
1615178018101740190036183514s, saturation flow rate [veh/h]
0.200.180.180.230.210.140.13(v / s)_i Volume / Saturation Flow Rate
0.270.270.270.290.290.560.18g / C, Green / Cycle
1313131414279g_i, Effective Green Time [s]
2.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
49494949494949C, Cycle Length [s]
RCLCCCLLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
0.00 0.000.00 17.16 18.2317.2518.5219.88 5.57d_M, Delay for Movement [s/veh] 17.620.00 0.00
BB BBAMovement LOS B B
0.00 17.57d_A, Approach Delay [s/veh] 17.8512.12
A BApproach LOS B B
15.74d_I, Intersection Delay [s/veh]
BIntersection LOS
0.740Intersection V/C
----------------Ring 4
----------------Ring 3
---------------6Ring 2
-------------421Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
0.828Volume to Capacity (v/c):
BLevel Of Service:
19.6Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 13: Ayala Dr / SR-210 EB Ramps
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
SR-210 EB RampsSR-210 EB RampsAyala DrAyala DrName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
000544833007104076086300Total Analysis Volume [veh/h]
00013628301781021521570Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00000.96900.96900.96901.00000.96900.96900.96900.96901.0000Peak Hour Factor
000527832006883945896100Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000010201500Site-Generated Trips [veh/h]
00080830138212188460In-Process Volume [veh/h]
1.001.001.001.041.041.041.001.041.041.041.041.00Growth Rate
2.002.002.000.000.000.002.000.000.000.000.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
000499822804311753715420Base Volume Input [veh/h]
SR-210 EB RampsSR-210 EB RampsAyala DrAyala DrName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoPedestrian Recall
NoNoNoNoMaximum Recall
NoNoNoNoMinimum Recall
0.00.00.00.02.00.00.02.02.00.02.00.0l2, Clearance Lost Time [s]
0.00.00.00.02.00.00.02.02.00.02.00.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
000010001000100Pedestrian Clearance [s]
000050050050Walk [s]
0.00.00.00.03.00.00.03.03.00.03.00.0Vehicle Extension [s]
0000310059130460Split [s]
0.00.00.00.01.00.00.01.01.00.01.00.0All red [s]
0.00.00.00.03.00.00.03.03.00.03.00.0Amber [s]
0000300030300300Maximum Green [s]
000070077070Minimum Green [s]
--------Lead---Lead / Lag
Auxiliary Signal Groups
000080025060Signal group
PermissProtectePermissSplitSplitSplitPermissPermissProtectePermissPermissPermissControl Type
Phasing & Timing
12.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
180.40180.44181.2865.92127.94355.51125.2595th-Percentile Queue Length [ft]
7.227.227.252.645.1214.225.0195th-Percentile Queue Length [veh]
100.22100.25100.7136.6271.08230.9169.5850th-Percentile Queue Length [ft]
4.014.014.031.462.849.242.7850th-Percentile Queue Length [veh]
YesNoNoNoYesYesNoCritical Lane Group
CCCACCBLane Group LOS
25.9225.7224.585.2327.2529.2413.30d, Delay for Lane Group [s/veh]
0.760.760.710.310.720.900.42X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
3.203.042.200.071.8011.860.18d2, Incremental Delay [s]
1.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.110.110.300.11k, delay calibration
22.7322.6822.395.1525.4517.3713.12d1, Uniform Delay [s]
37938542523145616741509c, Capacity [veh/h]
1615163918103618351416153618s, saturation flow rate [veh/h]
0.180.180.170.200.120.380.17(v / s)_i Volume / Saturation Flow Rate
0.230.230.230.640.160.420.42g / C, Green / Cycle
15151541102727g_i, Effective Green Time [s]
2.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
64646464646464C, Cycle Length [s]
RCLCLRCLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
25.72 25.8324.70 0.00 0.000.000.000.00 13.30d_M, Delay for Movement [s/veh] 5.2329.24 27.25
C CCBMovement LOS AC C
25.40 0.00d_A, Approach Delay [s/veh] 13.2521.13
C AApproach LOS C B
19.57d_I, Intersection Delay [s/veh]
BIntersection LOS
0.828Intersection V/C
----------------Ring 4
----------------Ring 3
-------------865Ring 2
---------------2Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
0.803Volume to Capacity (v/c):
CLevel Of Service:
24.0Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 14: Ayala Dr / Renaissance Pkwy
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Renaissance PkwyRenaissance PkwyAyala DrAyala DrName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
208209231612232352637792414179184Total Analysis Volume [veh/h]
5252640565966195601019821Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.94600.94600.94600.94600.94600.94600.94600.94600.94600.94600.94600.9460Peak Hour Factor
197198221522112222497372283974879Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
0770011510200000Site-Generated Trips [veh/h]
0731071124131895701410052In-Process Volume [veh/h]
1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate
0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
1894612788373566542192462326Base Volume Input [veh/h]
Renaissance PkwyRenaissance PkwyAyala DrAyala DrName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0100010001000100Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s]
02311024120332403122Split [s]
0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]
03030030300303003030Maximum Green [s]
077077077077Minimum Green [s]
--Lead--Lead--Lead--LeadLead / Lag
Auxiliary Signal Groups
047083025061Signal group
PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
16.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
147.69139.3418.0393.84106.00170.26131.30201.14174.2320.40235.6561.2295th-Percentile Queue Length [ft]
5.915.570.723.754.246.815.258.056.970.829.432.4595th-Percentile Queue Length [veh]
82.0577.4110.0252.1358.8994.5972.95113.7096.7911.33138.9834.0150th-Percentile Queue Length [ft]
3.283.100.402.092.363.782.924.553.870.455.561.3650th-Percentile Queue Length [veh]
YesNoNoNoNoYesNoNoYesNoYesNoCritical Lane Group
CCCBBCBBCBCCLane Group LOS
31.0928.3134.5619.2819.1732.2417.5818.6132.0918.5924.8732.78d, Delay for Lane Group [s/veh]
0.770.650.350.370.370.800.470.620.810.100.820.56X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
4.492.273.080.480.405.170.600.505.150.101.803.24d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.110.110.110.110.110.110.110.110.11k, delay calibration
26.6026.0431.4818.8018.7627.0716.9818.1226.9418.4923.0629.54d1, Uniform Delay [s]
272320664815572925631261299430964150c, Capacity [veh/h]
161519001810164119001810161536181810161536181810s, saturation flow rate [veh/h]
0.130.110.010.110.110.130.160.220.130.030.220.05(v / s)_i Volume / Saturation Flow Rate
0.170.170.040.290.290.160.350.350.160.270.270.08g / C, Green / Cycle
1111220201123231118186g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
676767676767676767676767C, Cycle Length [s]
CCLCCLRCLRCLLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
19.18 19.2832.24 34.56 31.0928.3117.5832.78 24.87d_M, Delay for Movement [s/veh] 18.6118.59 32.09
B BC CC CBCMovement LOS C BB C
24.16 29.95d_A, Approach Delay [s/veh] 20.9325.31
C CApproach LOS C C
24.00d_I, Intersection Delay [s/veh]
CIntersection LOS
0.803Intersection V/C
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
0.839Volume to Capacity (v/c):
CLevel Of Service:
32.9Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 15: Ayala Dr / Baseline Rd
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Baseline RdBaseline RdAyala DrAyala DrName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
66493111252614318183633104131517215Total Analysis Volume [veh/h]
1712328631548046158263312954Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.98000.98000.98000.98000.98000.98000.98000.98000.98000.98000.98000.9800Peak Hour Factor
65483109247602312179620102128507211Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
05101100000051Site-Generated Trips [veh/h]
20840182191216107862805377In-Process Volume [veh/h]
1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate
0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
433351056239492695137112343780Base Volume Input [veh/h]
Baseline RdBaseline RdAyala DrAyala DrName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0100010001000100Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s]
02314024150291104123Split [s]
0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]
03030030300303003030Maximum Green [s]
077077077077Minimum Green [s]
--Lead--Lead--Lead--LeadLead / Lag
Auxiliary Signal Groups
047083025061Signal group
PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
16.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
222.59228.39104.24286.81307.70254.18295.46313.0796.1976.01358.86190.3995th-Percentile Queue Length [ft]
8.909.144.1711.4712.3110.1711.8212.523.853.0414.357.6295th-Percentile Queue Length [veh]
129.33133.6157.91177.55193.60152.81184.18197.7653.4442.23233.54105.9750th-Percentile Queue Length [ft]
5.175.342.327.107.746.117.377.912.141.699.344.2450th-Percentile Queue Length [veh]
YesNoNoNoNoYesYesNoNoNoNoYesCritical Lane Group
DDDCCDCCDBCDLane Group LOS
35.3935.1143.0728.8728.3436.1833.9333.4841.9719.6730.9338.71d, Delay for Lane Group [s/veh]
0.810.810.750.780.770.860.850.850.720.250.830.82X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
4.634.377.624.103.605.906.225.776.560.246.406.07d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.180.180.110.150.150.110.110.240.11k, delay calibration
30.7630.7335.4524.7724.7430.2727.7027.7035.4119.4324.5332.64d1, Uniform Delay [s]
339353147530587370458496145528621264c, Capacity [veh/h]
182319001810171519001810175519001810161519001810s, saturation flow rate [veh/h]
0.150.150.060.240.240.180.220.220.060.080.270.12(v / s)_i Volume / Saturation Flow Rate
0.190.190.080.310.310.200.260.260.080.330.330.15g / C, Green / Cycle
1515624241621216262611g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
797979797979797979797979C, Cycle Length [s]
CCLCCLCCLRCLLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
28.48 28.8736.18 43.07 35.3935.2333.9338.71 30.93d_M, Delay for Movement [s/veh] 33.6219.67 41.97
C CD DD DCCMovement LOS D CB D
30.63 36.54d_A, Approach Delay [s/veh] 34.6331.16
C DApproach LOS C C
32.86d_I, Intersection Delay [s/veh]
CIntersection LOS
0.839Intersection V/C
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
0.554Volume to Capacity (v/c):
CLevel Of Service:
24.0Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 16: Locust Ave / Miro Way
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Miro WayMiro WayLocust AveName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
1251321091636736775928410Total Analysis Volume [veh/h]
313332411292192713Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.85900.85900.85900.85900.85900.85900.85900.85900.85900.85900.85900.8590Peak Hour Factor
10711398140563156482449Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
0100770000000Site-Generated Trips [veh/h]
7810280551252274280In-Process Volume [veh/h]
1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate
0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
2810188442533642089Base Volume Input [veh/h]
Miro WayMiro WayLocust AveName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoPedestrian Recall
NoNoNoNoMaximum Recall
NoNoNoNoMinimum Recall
0.02.00.00.02.00.00.02.00.00.02.00.0l2, Clearance Lost Time [s]
0.02.00.00.02.00.00.02.00.00.02.00.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0100010001000100Pedestrian Clearance [s]
050050050050Walk [s]
0.03.00.00.03.00.00.03.00.00.03.00.0Vehicle Extension [s]
0470047004300430Split [s]
0.01.00.00.01.00.00.01.00.00.01.00.0All red [s]
0.03.00.00.03.00.00.03.00.00.03.00.0Amber [s]
0300030003000300Maximum Green [s]
070070070070Minimum Green [s]
------------Lead / Lag
Auxiliary Signal Groups
040080060020Signal group
PermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissControl Type
Phasing & Timing
12.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
YesLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
116.3571.36383.39220.4895th-Percentile Queue Length [ft]
4.652.8515.348.8295th-Percentile Queue Length [veh]
64.6439.65252.97127.7850th-Percentile Queue Length [ft]
2.591.5910.125.1150th-Percentile Queue Length [veh]
YesNoYesNoCritical Lane Group
BADCLane Group LOS
10.419.3537.3024.99d, Delay for Lane Group [s/veh]
0.280.180.850.51X, volume / capacity
Lane Group Results
1.001.001.001.00PF, progression factor
1.001.001.001.00Rp, platoon ratio
0.000.000.000.00d3, Initial Queue Delay [s]
0.740.388.340.68d2, Incremental Delay [s]
1.001.001.001.00I, Upstream Filtering Factor
0.500.500.250.11k, delay calibration
9.668.9728.9624.31d1, Uniform Delay [s]
9471013530594c, Capacity [veh/h]
1569168214491656s, saturation flow rate [veh/h]
0.170.110.310.18(v / s)_i Volume / Saturation Flow Rate
0.580.580.330.33g / C, Green / Cycle
52523030g_i, Effective Green Time [s]
2.002.002.002.00l2, Clearance Lost Time [s]
2.002.002.002.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.00L, Total Lost Time per Cycle [s]
90909090C, Cycle Length [s]
CCCCLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
9.35 9.359.35 10.41 10.4110.4137.3024.99 24.99d_M, Delay for Movement [s/veh] 37.3024.99 37.30
A AA BB BDCMovement LOS C DC D
9.35 10.41d_A, Approach Delay [s/veh] 37.3024.99
A BApproach LOS C D
24.03d_I, Intersection Delay [s/veh]
CIntersection LOS
0.554Intersection V/C
----------------Ring 4
----------------Ring 3
--------------86Ring 2
--------------42Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
0.463Volume to Capacity (v/c):
CLevel Of Service:
23.4Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 17: Linden Ave / Miro Way
Intersection Level Of Service Report
YesYesYesCrosswalk
0.000.000.00Grade [%]
35.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftRightThruThruLeftTurning Movement
Lane Configuration
EastboundSouthboundNorthboundApproach
Miro WayLinden AveName
Intersection Setup
000Bicycle Volume [bicycles/h]
000Pedestrian Volume [ped/h]
000000Local Bus Stopping Rate [/h]
000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
1551515112323771Total Analysis Volume [veh/h]
393813315918Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.69100.69100.69100.69100.69100.6910Peak Hour Factor
107104358516449Total Hourly Volume [veh/h]
000000Right-Turn on Red Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
077121020Site-Generated Trips [veh/h]
792533836229In-Process Volume [veh/h]
1.041.041.041.041.041.04Growth Rate
0.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
27210019Base Volume Input [veh/h]
Miro WayLinden AveName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.0Detector Location [ft]
NoNoNoPedestrian Recall
NoNoNoMaximum Recall
NoNoNoMinimum Recall
0.02.00.02.02.00.0l2, Clearance Lost Time [s]
0.02.00.02.02.00.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
010010100Pedestrian Clearance [s]
050550Walk [s]
0.03.00.03.03.00.0Vehicle Extension [s]
023067670Split [s]
0.01.00.01.01.00.0All red [s]
0.03.00.03.03.00.0Amber [s]
030030300Maximum Green [s]
070770Minimum Green [s]
-Lead----Lead / Lag
Auxiliary Signal Groups
030620Signal group
PermissivePermissivePermissivePermissivePermissivePermissiveControl Type
Phasing & Timing
12.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
YesLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
311.7142.5682.7695th-Percentile Queue Length [ft]
12.471.703.3195th-Percentile Queue Length [veh]
196.7023.6445.9850th-Percentile Queue Length [ft]
7.870.951.8450th-Percentile Queue Length [veh]
YesNoYesCritical Lane Group
DAALane Group LOS
51.824.835.57d, Delay for Lane Group [s/veh]
0.940.150.28X, volume / capacity
Lane Group Results
1.001.001.00PF, progression factor
1.001.001.00Rp, platoon ratio
0.000.000.00d3, Initial Queue Delay [s]
16.950.290.61d2, Incremental Delay [s]
1.001.001.00I, Upstream Filtering Factor
0.150.500.50k, delay calibration
34.874.554.95d1, Uniform Delay [s]
32511371117c, Capacity [veh/h]
153516261527s, saturation flow rate [veh/h]
0.200.110.20(v / s)_i Volume / Saturation Flow Rate
0.210.700.70g / C, Green / Cycle
196363g_i, Effective Green Time [s]
2.002.002.00l2, Clearance Lost Time [s]
0.000.002.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.00L, Total Lost Time per Cycle [s]
909090C, Cycle Length [s]
CCCLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
4.83 51.82 51.825.57d_M, Delay for Movement [s/veh] 4.835.57
DA DAMovement LOS AA
51.824.83d_A, Approach Delay [s/veh] 5.57
DAApproach LOS A
23.36d_I, Intersection Delay [s/veh]
CIntersection LOS
0.463Intersection V/C
----------------Ring 4
----------------Ring 3
---------------6Ring 2
--------------32Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
0.530Volume to Capacity (v/c):
BLevel Of Service:
16.9Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 18: Locust Ave / Renaissance Pkwy
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Renaissance PkwyRenaissance PkwyLocust AveLocust AveName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
711941361873757971196170138278228Total Analysis Volume [veh/h]
184834479420184942346957Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.91400.91400.91400.91400.91400.91400.91400.91400.91400.91400.91400.9140Peak Hour Factor
651771241713437265179155126254208Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
0112121030005114013Site-Generated Trips [veh/h]
41119484711193533175130120In-Process Volume [veh/h]
1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate
0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
2355621081246160121703611972Base Volume Input [veh/h]
Renaissance PkwyRenaissance PkwyLocust AveLocust AveName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoPedestrian Recall
NoNoNoNoNoMaximum Recall
NoNoNoNoNoMinimum Recall
0.02.00.00.02.02.00.02.00.00.02.00.0l2, Clearance Lost Time [s]
0.02.00.00.02.02.00.02.00.00.02.00.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0100010001000100Pedestrian Clearance [s]
050050050050Walk [s]
0.03.00.00.03.03.00.03.00.00.03.00.0Vehicle Extension [s]
02200472504300430Split [s]
0.01.00.00.01.01.00.01.00.00.01.00.0All red [s]
0.03.00.00.03.03.00.03.00.00.03.00.0Amber [s]
03000303003000300Maximum Green [s]
070077070070Minimum Green [s]
-----Lead------Lead / Lag
Auxiliary Signal Groups
040083020060Signal group
PermissPermissPermissPermissPermissProtectePermissPermissPermissPermissPermissPermissControl Type
Phasing & Timing
12.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
59.0862.5588.9096.90106.9456.4526.1976.98111.84192.12123.6195th-Percentile Queue Length [ft]
2.362.503.563.884.282.261.053.084.477.684.9495th-Percentile Queue Length [veh]
32.8234.7549.3953.8459.4131.3614.5542.7762.13107.2168.6750th-Percentile Queue Length [ft]
1.311.391.982.152.381.250.581.712.494.292.7550th-Percentile Queue Length [veh]
NoNoYesNoNoYesNoNoNoYesNoCritical Lane Group
BBCBBCBBCBBLane Group LOS
16.3816.3226.5711.3211.2632.0912.0512.9426.8215.5919.84d, Delay for Lane Group [s/veh]
0.230.220.490.340.330.540.110.250.550.560.47X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.200.181.320.250.223.000.070.171.520.680.70d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.110.110.110.110.110.110.110.11k, delay calibration
16.1816.1425.2511.0711.0429.0911.9812.7725.3014.9119.14d1, Uniform Delay [s]
564619279791889147663780309737488c, Capacity [veh/h]
173119008621691190018101615190098617951206s, saturation flow rate [veh/h]
0.070.070.160.160.160.040.040.100.170.230.19(v / s)_i Volume / Saturation Flow Rate
0.330.330.330.470.470.080.410.410.410.410.41g / C, Green / Cycle
212121313152727272727g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.002.000.000.000.000.000.002.000.002.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
6666666666666666666666C, Cycle Length [s]
CCLCCLRCLCLLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
11.27 11.3232.09 26.57 16.3816.3312.0519.84 15.59d_M, Delay for Movement [s/veh] 12.9415.59 26.82
B BC BC BBBMovement LOS B BB C
13.85 19.81d_A, Approach Delay [s/veh] 18.2017.10
B BApproach LOS B B
16.86d_I, Intersection Delay [s/veh]
BIntersection LOS
0.530Intersection V/C
----------------Ring 4
----------------Ring 3
------------8-6-Ring 2
------------432-Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
0.590Volume to Capacity (v/c):
BLevel Of Service:
17.6Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 19: Locust Ave / Casmalia Ave
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
35.0035.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Casmalia StLocust AveLocust AveName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
6011447541862422722985912027349Total Analysis Volume [veh/h]
152812134761687415306812Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.93300.93300.93300.93300.93300.93300.93300.93300.93300.93300.93300.9330Peak Hour Factor
5610644501742262542785511225546Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
1000000510000Site-Generated Trips [veh/h]
00395000430101736In-Process Volume [veh/h]
1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate
0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
53102543167217244177531117538Base Volume Input [veh/h]
Casmalia StLocust AveLocust AveName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0100010001000100Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s]
02121026260321402911Split [s]
0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]
03030030300303003030Maximum Green [s]
077077077077Minimum Green [s]
--Lead--Lead--Lead--LeadLead / Lag
Auxiliary Signal Groups
061025083047Signal group
PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
12.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
72.4020.2378.6798.94101.12105.9824.7463.8768.0320.9895th-Percentile Queue Length [ft]
2.900.813.153.964.044.240.992.552.720.8495th-Percentile Queue Length [veh]
40.2211.2443.7154.9756.1858.8813.7535.4837.7911.6650th-Percentile Queue Length [ft]
1.610.451.752.202.252.360.551.421.510.4750th-Percentile Queue Length [veh]
YesNoNoYesYesNoNoNoNoYesCritical Lane Group
CCBCBBCBBCLane Group LOS
20.8620.9615.0020.3617.7216.7220.4915.6015.4020.87d, Delay for Lane Group [s/veh]
0.680.360.520.750.710.660.390.490.470.37X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
3.161.700.933.442.471.681.620.960.811.68d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.110.110.110.110.110.110.11k, delay calibration
17.7019.2514.0716.9215.2515.0418.8714.6414.5919.18d1, Uniform Delay [s]
256129458324382449152387430133c, Capacity [veh/h]
1791181018271810161519001810170919001810s, saturation flow rate [veh/h]
0.100.030.130.130.170.160.030.110.110.03(v / s)_i Volume / Saturation Flow Rate
0.140.070.250.180.240.240.080.230.230.07g / C, Green / Cycle
631181010410103g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
43434343434343434343C, Cycle Length [s]
CLCLRCLCCLLane Group
Lane Group Calculations
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
Movement, Approach, & Intersection Results
15.00 15.0020.36 20.96 20.8620.8617.7220.87 15.45d_M, Delay for Movement [s/veh] 16.7215.60 20.49
B BC CC CBBMovement LOS C BB C
17.69 20.88d_A, Approach Delay [s/veh] 17.5016.09
B CApproach LOS B B
17.62d_I, Intersection Delay [s/veh]
BIntersection LOS
0.590Intersection V/C
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
0.000Volume to Capacity (v/c):
CLevel Of Service:
18.2Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
Two-way stopControl Type:
Intersection 20: Locust Ave / North Driveway
Intersection Level Of Service Report
YesYesYesCrosswalk
0.000.000.00Grade [%]
35.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftThruLeftRightThruTurning Movement
Lane Configuration
WestboundSouthboundNorthboundApproach
North DrivewayLocust AveLocust AveName
Intersection Setup
000Pedestrian Volume [ped/h]
0043800557Total Analysis Volume [veh/h]
0011000139Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.0000Peak Hour Factor
0043800557Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
00240027Site-Generated Trips [veh/h]
0010900280In-Process Volume [veh/h]
1.041.041.041.041.041.04Growth Rate
0.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
0029300240Base Volume Input [veh/h]
North DrivewayLocust AveLocust AveName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
CIntersection LOS
0.00d_I, Intersection Delay [s/veh]
BAAApproach LOS
14.950.000.00d_A, Approach Delay [s/veh]
0.000.000.000.000.000.0095th-Percentile Queue Length [ft]
0.000.000.000.000.000.0095th-Percentile Queue Length [veh]
BCAAAAMovement LOS
11.7418.150.008.520.000.00d_M, Delay for Movement [s/veh]
0.000.000.000.000.000.01V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
StopFreeFreePriority Scheme
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
0.000Volume to Capacity (v/c):
CLevel Of Service:
18.8Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
Two-way stopControl Type:
Intersection 21: Locust Ave / South Driveway
Intersection Level Of Service Report
YesYesYesCrosswalk
0.000.000.00Grade [%]
35.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftThruLeftRightThruTurning Movement
Lane Configuration
WestboundSouthboundNorthboundApproach
South DrivewayLocust AveLocust AveName
Intersection Setup
000Pedestrian Volume [ped/h]
270414240530Total Analysis Volume [veh/h]
7010460133Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.0000Peak Hour Factor
270414240530Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
27002400Site-Generated Trips [veh/h]
0010900280In-Process Volume [veh/h]
1.041.041.041.041.041.04Growth Rate
0.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
0029300240Base Volume Input [veh/h]
South DrivewayLocust AveLocust AveName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
CIntersection LOS
0.53d_I, Intersection Delay [s/veh]
BAAApproach LOS
11.850.470.00d_A, Approach Delay [s/veh]
3.843.8452.4552.450.000.0095th-Percentile Queue Length [ft]
0.150.152.102.100.000.0095th-Percentile Queue Length [veh]
BCAAAAMovement LOS
11.8518.840.008.520.000.00d_M, Delay for Movement [s/veh]
0.050.000.000.020.000.01V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
StopFreeFreePriority Scheme
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
0.005Volume to Capacity (v/c):
BLevel Of Service:
13.3Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
Two-way stopControl Type:
Intersection 22: Linden Ave / North Driveway
Intersection Level Of Service Report
YesYesYesCrosswalk
0.000.000.00Grade [%]
35.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftRightThruThruLeftTurning Movement
Lane Configuration
EastboundSouthboundNorthboundApproach
North DrivewayLinden AveLinden AveName
Intersection Setup
000Pedestrian Volume [ped/h]
021283672180Total Analysis Volume [veh/h]
013292550Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.0000Peak Hour Factor
021283672180Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
0212820520Site-Generated Trips [veh/h]
0001612140In-Process Volume [veh/h]
1.001.001.001.001.001.00Growth Rate
0.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
000120Base Volume Input [veh/h]
North DrivewayLinden AveLinden AveName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
BIntersection LOS
0.04d_I, Intersection Delay [s/veh]
BAAApproach LOS
13.270.000.00d_A, Approach Delay [s/veh]
0.340.340.000.000.000.0095th-Percentile Queue Length [ft]
0.010.010.000.000.000.0095th-Percentile Queue Length [veh]
BBAAAAMovement LOS
10.7613.270.000.000.008.34d_M, Delay for Movement [s/veh]
0.000.000.000.000.000.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
StopFreeFreePriority Scheme
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
0.004Volume to Capacity (v/c):
BLevel Of Service:
12.9Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
Two-way stopControl Type:
Intersection 23: Linden Ave / Middle Driveway
Intersection Level Of Service Report
YesYesYesCrosswalk
0.000.000.00Grade [%]
35.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftRightThruThruLeftTurning Movement
Lane Configuration
EastboundSouthboundNorthboundApproach
Center DrivewayLinden AveLinden AveName
Intersection Setup
000Pedestrian Volume [ped/h]
1220516221651Total Analysis Volume [veh/h]
0151415413Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.0000Peak Hour Factor
1220516221651Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
122050051Site-Generated Trips [veh/h]
0001612140In-Process Volume [veh/h]
1.001.001.001.001.001.00Growth Rate
0.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
000120Base Volume Input [veh/h]
Center DrivewayLinden AveLinden AveName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
BIntersection LOS
0.71d_I, Intersection Delay [s/veh]
BAAApproach LOS
11.850.001.55d_A, Approach Delay [s/veh]
0.430.430.000.0021.2521.2595th-Percentile Queue Length [ft]
0.020.020.000.000.850.8595th-Percentile Queue Length [veh]
ABAAAAMovement LOS
9.6612.950.000.000.008.13d_M, Delay for Movement [s/veh]
0.000.000.000.000.000.04V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
StopFreeFreePriority Scheme
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
0.000Volume to Capacity (v/c):
BLevel Of Service:
14.7Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
Two-way stopControl Type:
Intersection 24: Linden Ave / South Driveway
Intersection Level Of Service Report
YesYesYesCrosswalk
0.000.000.00Grade [%]
35.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftRightThruThruLeftTurning Movement
Lane Configuration
EastboundSouthboundNorthboundApproach
South DrivewayLinden AveLinden AveName
Intersection Setup
000Pedestrian Volume [ped/h]
200163267128Total Analysis Volume [veh/h]
100416732Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.0000Peak Hour Factor
200163267128Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
200151128Site-Generated Trips [veh/h]
0001612140In-Process Volume [veh/h]
1.001.001.001.001.001.00Growth Rate
0.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
000120Base Volume Input [veh/h]
South DrivewayLinden AveLinden AveName
Volumes
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Version 5.00-00
Generated with
BIntersection LOS
1.81d_I, Intersection Delay [s/veh]
AAAApproach LOS
9.070.002.52d_A, Approach Delay [s/veh]
0.170.170.000.0028.4328.4395th-Percentile Queue Length [ft]
0.010.010.000.001.141.1495th-Percentile Queue Length [veh]
ABAAAAMovement LOS
9.0714.670.000.000.007.77d_M, Delay for Movement [s/veh]
0.000.000.000.000.000.09V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
StopFreeFreePriority Scheme
Intersection Settings
4/18/2017
Kimley-Horn and Associates, Inc
Revised Building 6
Scenario 18: 18 OY + Cum + Proj PM
Council Chambers150 S. Palm Ave.Rialto, CA 92376
City of Rialto
Legislation Details (With Text)
File #: Version: 117-361 Name:
Status:Type: Agenda Item Agenda Ready
File created: In control:4/13/2017 Transportation Commission
On agenda: Final action:5/3/2017
Title: · Discussion on Identifying a Plan for Improvements South of the I-10 Freeway· Transportation Planning/Funding Major Improvements· Cactus/I-10 Crossing· Pepper Avenue Interchange Project· Information on Regional Discussions· Transportation Plan as it Relates to Active Transportation· Local Fees for Transportation Improvements· Signal Prioritization Plan· Future Improvements to Riverside Avenue, Sierra Avenue and the I-15 Junction· Riverside Avenue Bridge Widening Over the UPRR· Discussion of Updating Bike Paths· Alder Avenue/SR-210 - Proposed Feasibility Study
Sponsors:
Indexes:
Code sections:
Attachments:
Action ByDate Action ResultVer.
· Discussion on Identifying a Plan for Improvements South of the I-10 Freeway
· Transportation Planning/Funding Major Improvements
· Cactus/I-10 Crossing
· Pepper Avenue Interchange Project
· Information on Regional Discussions
· Transportation Plan as it Relates to Active Transportation
· Local Fees for Transportation Improvements
· Signal Prioritization Plan
· Future Improvements to Riverside Avenue, Sierra Avenue and the I-15 Junction
· Riverside Avenue Bridge Widening Over the UPRR
· Discussion of Updating Bike Paths
· Alder Avenue/SR-210 - Proposed Feasibility Study
City of Rialto Printed on 4/27/2017Page 1 of 1
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