Traffic Report Apr2009 - Denver Highway Capacity Manual LOS Level of Service mph miles per hour NHS National Highway System PEL ... XXXX 41,400 40,000 88. FELSBURG HOLT & ULLEVIG Page

FEDERAL BOULEVARD (5TH AVENUE TO HOWARD PLACE)

PLANNING ENVIRONMENTAL LINKAGE STUDY

TRAFFIC REPORT

Prepared for:

City and County of Denver

201 West Colfax Avenue, Department 509 Denver, CO 80202

Colorado Department of Transportation

Region 6 2000 S. Holly Street Denver, CO 80222

Federal Highway Administration

12300 West Dakota Avenue, Suite 180 Lakewood, CO 80228

Prepared by:

Felsburg Holt & Ullevig 6300 South Syracuse Way, Suite 600

Centennial, CO 80111 303/721-1440

FHU Reference No. 08-171 June 2009

FFEELLSSBBUURRGG HHOOLLTT && UULLLLEEVVIIGG

Traffic Report Table of Contents 1.0 Introduction ........................................................................................................... 1

1.1 Purpose of Report .........................................................................................1 1.2 Additional Traffic Evaluations........................................................................1

2.0 Existing Conditions ............................................................................................... 2 2.1 Existing Roadway Network ...........................................................................2 2.2 Existing Traffic Volumes................................................................................2 2.3 Capacity Analysis..........................................................................................2

2.3.1 Methodology .....................................................................................2 2.3.2 Public Transportation Services .........................................................5 2.3.3 Study Intersections ...........................................................................8 2.3.4 Level of Service ................................................................................8

3.0 Assessment of Future Conditions ....................................................................... 10 3.1 Traffic Forecasting ......................................................................................10

3.1.1 Forecasting Process .......................................................................10 3.1.2 Baseline Roadway Network............................................................10 3.1.3 Traffic Forecasts .............................................................................10

3.2 Year 2035 No-Action Capacity Analysis .....................................................12 3.2.1 Level of Service ..............................................................................12

4.0 Analysis of Proposed Action Scenario ................................................................ 15 4.1 Definition of Proposed Action Scenario.......................................................15 4.2 Traffic Volume Forecasts ............................................................................15 4.3 Level of Service Analysis of Proposed Action Scenario..............................15

4.3.1 Proposed Action Scenario ..............................................................15 4.3.2 Level of Service Summary..............................................................18

5.0 Summary .....................................................................................................19 Appendices

Appendix A Level of Service Criteria and Threshold Values.............................................A Appendix B Existing Conditions Level of Service Worksheets..........................................B Appendix C Year 2035 No-Action System Alternative Level of Service Worksheets....... C Appendix D Year 2035 Build Out Scenario Level of Service Worksheets ....................... D


Traffic Report List of Figures Figure 1 Study Area Boundaries.................................................................................... 3 Figure 2 Existing Peak Hour Traffic Volumes ................................................................ 4 Figure 3 Existing Peak Hour Traffic. .............................................................................. 7 Figure 4 Existing Lane Geometry and Levels of Service............................................... 9 Figure 5 2035 No-Action Peak Hour Traffic Volumes.................................................. 11 Figure 6 2035 No-Action Lane Geometry and Levels of Service................................. 13 Figure 7 2035 Build Out Peak Hour Traffic Volumes................................................... 16 Figure 8 2035 Build Out Lane Geometry and Levels of Service.................................. 17 List of Tables Table 1 Traffic Analysis Parameters .............................................................................5 Table 2 Existing and 2035 No-Action Signalized Levels of Service ............................14 Table 3 Signalized Intersection Levels of Service.......................................................18


Traffic Report

List of Abbreviated Terms AM morning CatEx Categorical Exclusion CCD City and County of Denver CDOT Colorado Department of Transportation DRCOG Denver Regional Council of Governments HCM Highway Capacity Manual LOS Level of Service mph miles per hour NHS National Highway System PEL Planning Environmental Linkage study PM afternoon and evening TWLTL two way left turn lane US 6 US Highway 6 / 6th Avenue vpd vehicles per day

FFEELLSSBBUURRGG HHOOLLTT && UULLLLEEVVIIGG Page 1

Traffic Report

1.0 Introduction

1.1 Purpose of Report This Traffic Report is a technical report intended to present findings of the evaluations of existing and future traffic operations for the Federal Boulevard (5th Avenue to Howard Place) Planning Environmental Linkage (PEL) Study. The report is organized in the following sections:

• Section 1 provides an introduction, with statements about the purpose of the report in the PEL development process.

• Section 2 provides an evaluation of existing traffic operational conditions. • Section 3 presents year 2035 traffic forecasts and evaluates operational conditions in

2035 with the No-Action scenario. • Section 4 provides level of service (LOS) evaluations of intersection operations in the

year 2035 with the Proposed Action scenario. • Section 5 provides a summary of results of the traffic study. The traffic forecasts that are presented and evaluated in this report are Year 2035 forecasts, using the Denver Regional Council of Governments (DRCOG) 2035 regional travel demand forecasting model as a basis.

There are three primary purposes for the preparation of this Traffic Report:

• It provides an opportunity for stakeholders to review analyses in detail to inform ongoing discussions about the PEL improvements.

• It provides detailed information supporting the PEL traffic analysis beyond what may be included in the PEL final report, which is intended to be a more concise summary of important traffic analysis results and conclusions.

• The traffic forecasts and level of service findings presented provide a basis for preliminary analyses of other resources, including air quality and noise.

1.2 Additional Traffic Evaluations Another related technical report that is being developed is the Safety Report. This report provides an analysis of the accident history in the study area. The results of the Traffic Report and the Safety Report will be refined and incorporated in the Transportation Impacts section of the forthcoming PEL.


Traffic Report

2.0 Existing Conditions

2.1 Existing Roadway Network The study area designated for the Federal Boulevard PEL process is depicted on Figure 1. Federal Boulevard is an arterial roadway with three lanes southbound and two lanes northbound between 5th Avenue and 10th Avenue, and three lanes southbound and northbound between 10th Avenue and Holden Place. This section of Federal Boulevard is a segment of State Highway 88 (SH 88) within the City and County of Denver (CCD). The study includes the portion of Federal Boulevard between 5th Avenue (MP 1.12) and south of Howard Place (MP 0.17). This section of SH 88 is designated on the National Highway System (NHS). The speed limit along this section of Federal Boulevard is 35 mph.

2.2 Existing Traffic Volumes Existing daily and peak hour traffic volume information is summarized on Figure 2. The average weekday daily traffic volumes on Federal Boulevard are approximately 40,000 vehicles per day (vpd) between 6th and 8th Avenues and 41,400 vpd between 8th and Colfax Avenues. These volumes were obtained from the average annual traffic volumes contained in the Colorado Department of Transportation (CDOT) data base, adjusted up by 6% to convert to a weekday traffic equivalent based on CDOT data.

Existing peak hour traffic count data were developed from counts taken for the Baseline Traffic Analysis Report - Existing and 2030 No-Action Conditions report completed in July 2006 for the Environmental Assessment of Federal Boulevard from Alameda to 5th Avenue and counts performed for this PEL study in August and September 2008.

Traffic count data were evaluated to determine the directional split and percents of daily traffic occurring during peak hours. The northbound direction experienced 47% of traffic while the southbound direction experienced 53% of traffic. This disparity is likely due to the lane difference created by two northbound lanes and three southbound lanes. Percentages of traffic occurring in the peak hours are approximately 7% and 9% for the AM and PM hours, respectively. Traffic flows remain heavy over long periods of the day.

2.3 Capacity Analysis

2.3.1 Methodology The analysis of traffic operations in the study area utilized methods documented in the Highway Capacity Manual (HCM), Transportation Research Board, 2000 Edition. The result of such an analysis is a level of service (LOS) rating, which is a qualitative assessment of the traffic flow for a given roadway facility. Level of service is described by a letter designation ranging from “A” to “F”, with LOS A representing essentially uninterrupted flow, and LOS F representing a breakdown of traffic flow and excessive congestion and delay. For analysis of a signalized intersection, a LOS rating is calculated for an intersection as a whole. Level of service analysis of an unsignalized intersection yields a LOS rating for each critical vehicle movement. The Synchro software analysis package and methodology was utilized to calculate LOS ratings for signalized intersections throughout the study area.

The traffic parameters shown in Table 1 were used as the basis for the operational analyses. Level of service delay parameters are included in Appendix A.

Study Area BoundariesFigure 1

Federal Boulevard CATEX 08-171 1/27/09

NORTH

FELSBURGH O L T &U L L E V I G

MATCHLINE

MATCHLINE

= Signalized Intersection

LEGEND

Holden Pl.

Howard Pl.

12th Ave.

11th Ave.

10th Ave.

9th Ave.

Barberry Pl.

8th Ave.

Severn Pl.

7th Ave.

6th Ave. WB On-Ramp

5th Ave.

6th Ave. EB Off-Ramp

6th Ave.

FEDE

RAL

BOUL

EVAR

D

FEDE

RAL

BOUL

EVAR

D

88

88

p

Existing Traffic VolumesFigure 2


NORTH


Holden Pl.

12th Ave.

11th Ave.

10th Ave.

9th Ave.

Barberry Pl.

8th Ave.

Severn Pl.

7th Ave.

6th Ave. WB On-Ramp

5th Ave.


6th Ave.

Fed

eral

Bou

leva

rd

22(31)22(81)27(99)

113(92)75(31)49(70)

31(1

10)

1349

(168

5)29

(25)

44(7

4)11

18(1

573

)41

(36

)

12(35)0(0)3(13)

2(4)4(1)

42(21)

8(1

3)

1358

(177

3)

21(1

4)

15(2

1)11

42(1

635)

44

(32)

78(156)121(436)144(449)

36(114)43(181)152(289)

100(53)276(70)

20(41)

31(1

05)

1208

(156

4)89

(30

)

22(4

5)93

0(1

462)

211(

80)

1548

(181

3)

148

(47)

1396

(184

4)15

1(16

)

6(2

9)

1570

(184

2)

33(106)8(56)

29(130)4(6)

12(16)16(32)

1024

(179

5)50

(38

)

1033

(171

7)18

8(1

8)

1276

(201

3)

1219

(144

7)

139

(374

)11

90(1

733

)

227(176)147(250)

271(

211)

1163

(143

4)1320

(20

62)

53(1

6)

18(66)7(32)

1158

(151

8)

33(2

3)

14(4

1)10

35(1

827)

1372

(20

64)

1(2)

5(22)0(2)

1167

(157

2)1(

5)

= AM(PM) Peak Hour Traffic Volumes

= Average Weekday Daily Traffic

LEGEND

XXX(XXX)

XXXX

41,4

0040

,000

88


Traffic Report Table 1 Traffic Analysis Parameters

Input Parameter Value

Base Saturation Flow Rate 1,800

Lane Width (ft) 9-16*

Peak Hour Factor (PHF) 0.90 – 0.98*

Heavy Vehicle (%) 2-8*

Controller Type Actuated-Coordinated

Cycle Length 100 seconds

Yellow Time 3 seconds

Red Time 2 seconds

Bus Blockages (#/hr) 0-10* *Varies by location.


Traffic Report

2.3.2 Public Transportation Services The Regional Transportation District (RTD) operates several bus routes that service Federal Boulevard. Federal Boulevard is a heavily used transit corridor. There are four routes that provide services along Federal Boulevard within this project area: Route 30 South Federal, 30L South Federal Limited, 36L Fort Logan Limited, and 49 North Lowell.

Figure 3 shows the locations of the bus stops and each route that services it in the study area.

Route 30 South Federal. This route is the primary service provider along Federal Boulevard and provides all day service between the Wadsworth-Hampden Park-N-Ride and downtown Denver. Service is provided every 10 minutes in each direction during the peak hours, every 15 minutes in each direction during the off-peak hours, and every 30 minutes in each direction during the late-night hours.

Route 30L South Federal Limited. This route provides additional service during both the AM and PM peak periods between the Wadsworth-Hampden Park-N-Ride and downtown Denver. Service includes four northbound and one southbound trip during the morning period, and one northbound and four southbound trips during the evening period.

Route 36L Fort Logan Limited. This route provides additional service during both the AM and PM peak periods between the Littleton/Downtown Station and downtown Denver. Service includes six northbound and four southbound trips during the morning period, and six northbound and nine southbound trips during the evening period.

Route 49 North Lowell. This route provides service during both the AM and PM peak periods between the Colfax-Federal Transfer Center and 46th Avenue/Wolff Street. Service includes three northbound and three southbound trips during the morning period, and three northbound and three southbound trips during the evening period.

The impact of these bus routes on Federal Boulevard traffic was observed during a site visit. The primary problem occurred when a bus approached a stop and blocked the right lane along Federal Boulevard causing all traffic behind also to stop. Many cars did not wait until the bus started again, but instead abruptly turned into the adjacent lane. This problem is most pronounced in the northbound direction where there are only two lanes and it was harder for vehicles to avoid the bus blocked lane. The effect of bus stops along the corridor was included in the Synchro modeling for all analyses.

RTD Bus Stop LocationsFigure 3


NORTH


= 36L (N-S thru corridor)= 30 (N-S thru corridor)= 30L (N-S thru corridor)= 49 (E on 10th, N onto Federal thru corridor)= Bus Stops

LEGEND

RouteHolden Pl.

12th Ave.

11th Ave.

10th Ave.

9th Ave.

Barberry Pl.

8th Ave.

Severn Pl.

7th Ave.

6th Ave. WB On-Ramp

5th Ave.


6th Ave.

Fed

eral

Bou

leva

rd

NOTE: Route 9 servicesEB 10th Avenue every 15 min. in AM 30 min. in PMWB 10th Avenue every 30 min. in AM 20 min. in PM

30, 30L, 36L, 49

30, 30L, 36L

30

30

30

49

30, 30L, 36L, 49

30, 30L, 36L, 49

30

30

30

88


Traffic Report

2.3.3 Study Intersections A description of the ten study corridor intersections with Federal Boulevard is provided below. The lane geometry for each of the intersections is depicted in Figure 4.

• Holden Place. Holden Place is signalized with permitted left turn phasing in the southbound direction. Holden Place is a tee intersection to the east and is a two-way two-lane local street. The posted speed limit for this cross street is 30 mph.

• 12th Avenue. 12th Avenue is an unsignalized tee-intersection. Federal Boulevard includes a painted median two way left turn lane. 12th Avenue is a tee intersection to the west and is a two-way two-lane local street. The posted speed limit for this cross street is 25 mph.

• 11th Avenue. 11th Avenue is an unsignalized tee-intersection. Federal Boulevard includes a painted median two way left turn lane. 11th Avenue is a tee intersection to the east and is a two-way two-lane driveway into the Denver Health Westside Family Health Center.

• 10th Avenue. 10th Avenue is signalized with permitted left turn phasing in the northbound and southbound direction. 10th Avenue is a two-way two-lane collector street. The posted speed limit for this cross street is 30 mph and on street parking is available.

• 9th Avenue. 9th Avenue is an unsignalized intersection with the eastbound and westbound legs slightly offset from one another. 9th Avenue is a two-way local street. The posted speed limit for this cross street is 30 mph.

• 8th Avenue. 8th Avenue is signalized with permitted left turn phasing in the northbound and southbound directions. 8th Avenue is a two-way arterial street east of Federal Boulevard and a collector street west of Federal Boulevard. The posted speed limit for this cross street is 35 mph.

• Severn Place. Severn Place is an unsignalized tee-intersection. Federal Boulevard includes a painted median two way left turn lane. Severn Place is a tee intersection to the east and is a two-way two-lane local street.

• 7th Avenue. 7th Avenue is an unsignalized tee-intersection. Federal Boulevard includes a painted median two way left turn lane. 7th Avenue is a tee intersection to the east and is a two-way two-lane local street.

• 6th Avenue Westbound Ramp. The 6th Avenue Westbound ramp is a signalized intersection with protected-permissive left turn phasing in the northbound direction. The 6th Avenue Westbound Ramp is a one-way street that serves as an access to and from westbound 6th Avenue (US 6).

• 6th Avenue Eastbound Ramp. The 6th Avenue Eastbound ramp is a signalized intersection. The 6th Avenue Eastbound Ramp is a one-way street that serves as an access from eastbound 6th Avenue (US 6).

2.3.4 Level of Service Figure 4 shows the existing AM and PM peak hour LOS calculated for the study intersections along Federal Boulevard. The signalized intersections are delineated by upper-case lettering while the unsignalized intersections are marked by lower-case letters. A total of 5 signalized intersections were analyzed, with all intersections operating at acceptable levels of service except 8th Avenue which operates at LOS F during the PM peak hour.

LOS worksheets for existing conditions are included in Appendix B.

Existing Lane Geometryand Levels of Service

Figure 4

Federal Boulevard Logical Termini White Paper 08-171 04/23/09

NORTH


= AM/PM Peak Hour Signalized Intersection Level of Service

= AM/PM Peak Hour Unsignalized Intersection Level of Service

= Stop Sign

= Traffic Signal

LEGEND

X/X

x/x

Holden Pl.

12th Ave.

11th Ave.

10th Ave.

9th Ave.

Barberry Pl.

8th Ave.

Severn Pl.

7th Ave.

6th Ave. WB On-Ramp

5th Ave.


6th Ave.

Fed

eral

Bou

leva

rd

88

b/c

b/c

b/b

b/b

b/b

b/b

c/c

b/b

b/c

b/b

b/b

b/b

A/B

B/B

C/F

B/B

B/B


Traffic Report

3.0 Assessment of Future Conditions

3.1 Traffic Forecasting Year 2035 traffic volumes on Federal Boulevard were forecasted using the regional travel demand model developed by DRCOG. Traffic forecasts were first prepared based on a No-Action scenario, with the 2035 Regional Transportation Plan background roadway network in place. Chapter 4.0 presents the same travel demand levels reallocated to represent the Proposed Action.

3.1.1 Forecasting Process DRCOG, as the Metropolitan Planning Organization for Denver, is responsible for development of regional transportation plans and travel demand forecasting models for the metropolitan area. The most current Denver Regional Council of Governments (DRCOG) regional travel demand model (Compass 2.0, Version 95) was used to prepare year 2035 design year traffic forecasts for the Federal Boulevard corridor.

Daily traffic forecasts were developed first by taking model-produced volumes and adjusting them based on the differences between actual traffic counts and base year (2005) model-produced volumes. The adjustment process followed the National Cooperative Highway Research Project publication number 255 (NCHRP 255), per DRCOG recommendations.

The adjusted daily traffic forecasts were compared with existing traffic volumes to develop generalized growth projections, which generally range from 20% to 40% growth between today and 2035. These growth rates were applied to existing peak hour turning movement counts to generate 2035 forecasted peak hour turning movements.

3.1.2 Baseline Roadway Network The baseline Year 2035 traffic forecast scenario presented in this report uses the current fiscally constrained 2035 Regional Transportation Plan roadway network. In addition to the numerous roadway improvements throughout the region that are included, the baseline Year 2035 roadway network includes the following improvements within the Federal Boulevard PEL study area and its immediate vicinity.

• The Year 2035 analysis includes a major US 6 interchange reconfiguration. The new configuration provides a standard diamond configuration, with the entrance ramp onto Eastbound US 6 at the southern intersection with Federal Boulevard and US 6. The new traffic patterns associated with the rerouting of traffic through the intersection were taken from the Valley Highway EIS.

• To remain consistent with previous forecasting processes and due to limitations in the modeling process for unbalanced laneage, Federal Boulevard was coded as having six through lanes from Jewell Avenue to Colfax Avenue for both the No-Action and Proposed Action forecasts.

3.1.3 Traffic Forecasts Figure 5 depicts the projected Year 2035 No-Action daily and peak hour movements for the study area. Daily traffic volume forecasts for 2035 are in the 53,000 to 55,000 vpd range on Federal Boulevard in the study area, with increases of approximately 30% compared with existing traffic volumes.

2035 No Action Peak Hour Traffic VolumesFigure 5


NORTH


Holden Pl.

12th Ave.

11th Ave.

10th Ave.

9th Ave.

Barberry Pl.

8th Ave.

Severn Pl.

7th Ave.

6th Ave. WB On-Ramp

5th Ave.


6th Ave.

Fed

eral

Bou

leva

rd

30(45)25(95)35(135)

155(130)95(35)65(90)

35(1

30)

1705

(233

5)35

(30

)

80(1

55)

1750

(203

5)75

(65)

15(45)�(�)5(15)

5(5)5(�)

55(30)

10(1

5)18

20(2

575)

30

(20

)

20(3

0)

1830

(219

0)

60(4

0)

105(205)160(575)190(595)

205(210)95(315)365(535)

135(70)365(90)

25(55)

40(1

40)

1620

(230

0)

115

(40

)

30(6

0)

1550

(196

0)

280

(105

)

1945

(248

0)

195

(60

)

1750

(252

5)20

0(2

0)

10(4

0)

1980

(252

0)

45(140)10(75)

40(170)5(10)

15(20)20(40)

1585

(226

0)

70(5

0)

1595

(216

0)

245

(25)

1780

(203

0)

1035

(910

)

205

(510

)15

70(2

550

)

330

(330

)17

10(1

885)

1765

(296

0)

75(2

5)

25(95)10(35)

1845

(202

5)40

(25)

20(5

5)16

05(2

300

)

1840

(296

5)�

(5)

5(30)�(5)

1865

(210

5)�

(5)

290(215)5(5)

195(275)

1930

(287

0)

170

(215

)


= Average Weekday Daily Traffic

= Less than 5 Vehicles per Hour

LEGEND

XXX(XXX)

�

XXXX

55,3

0053

,100

88


Traffic Report

3.2 Year 2035 No-Action Capacity Analysis

3.2.1 Level of Service As with the existing conditions operational assessment, analysis of forecasted Year 2035 traffic operations in the study area utilized methods documented in the HCM. Again, these forecasts and the operational analyses are based on the adopted Regional Transportation Plan network. The LOS results are depicted graphically on Figure 6.

The analysis of projected Year 2035 traffic conditions at each of the intersections along Federal Boulevard reflects a general pattern of worsened operational conditions. Two of the five analyzed signalized intersections are expected to operate at LOS F during peak hours, including 10th Avenue/Federal Boulevard with LOS F during the PM peak hour and 8th Avenue/Federal Boulevard with LOS F during both the AM and PM peak hours. Table 2 summarizes the 2035 No-Action signalized intersection results along with existing conditions. The average intersection delay calculated by the HCM methodology is shown in parenthesis for intersections shown to operate at LOS F.

LOS worksheets for the Year 2035 No-Action scenario are included in Appendix C.

2035 No Action Lane Geometryand Levels of Service

Figure 6


NORTH




= Stop Sign

= Traffic Signal

LEGEND

X/X

x/x

Holden Pl.

12th Ave.

11th Ave.

10th Ave.

9th Ave.

Barberry Pl.

8th Ave.

Severn Pl.

7th Ave.

6th Ave. WB On-Ramp

5th Ave.


6th Ave.

Fed

eral

Bou

leva

rd

B/E

C/D

88

c/d

e/c

c/d

c/c

c/c

b/c

d/d

b/c

c/e

b/b

b/b

b/c

A/C

D/F

F/F


Traffic Report Table 2 Existing and 2035 No-Action Signalized Levels of Service

Level of Service (Average Delay per vehicle in seconds for LOS F Intersections)

Existing 2035 No-Action

Intersection

AM PM AM PM

Holden Place A B A C

10th Avenue B B D F (92)

8th Avenue C F (83) F (122) F (164)

US 6 Westbound Ramp B B B E

US 6 Eastbound Ramp B B C D


Traffic Report

4.0 Analysis of Proposed Action Scenario

4.1 Definition of Proposed Action Scenario The Proposed Action defines the improved Federal Boulevard cross-section. This scenario represents the expansion of the remaining two-lane northbound portion within the study area into a full three lanes. Through lanes would be widened to a standard 11 foot width. Two northbound and southbound left turn lanes are provided at the interchange with US 6 for an eventual 10 lane overpass at this interchange.

In addition, this scenario removes the existing two way left turn lane and replaces it with a raised curb median with dedicated left turn lanes. In addition, the access to Severn Place and Barberry Place would be reduced to right-in-right-out movements with new raised curb median barriers. Also, the access to 7th Avenue, 11th Avenue, and 12th Avenue were reduced to ¾ movements, with left-turns permitted from Federal Boulevard onto the cross-street but not permitted from the cross-street onto Federal Boulevard.

The signal timing was adjusted for the southbound left turn lanes at Holden Place and northbound and southbound movements at 10th Avenue to include protected/permitted phasing. The signal timing was adjusted for the northbound and southbound left turn lanes at 8th Avenue and northbound and southbound movements at 6th Avenue to include protected only phasing.

The operational analyses of all the intersections were performed assuming a “baseline” set of lane geometry assumptions. The baseline laneage for each alternative represents an initial configuration based on preliminary design assumptions.

4.2 Traffic Volume Forecasts Year 2035 traffic volume forecasts were developed for the Build Out scenario by modifying the No-Action scenario discussed in Section 3.1 of this report. The changes include rerouting traffic that is no longer able to make specific movements due to the raised curb median installation.

As was mentioned earlier, the major reconfiguration of access onto Eastbound US 6 by including a through movement at the existing off ramp means significant changes to the existing roadway geometry. Details of this change can be found in the Valley Highway EIS.

4.3 Level of Service Analysis of Proposed Action Scenario

4.3.1 Proposed Action Scenario Year 2035 peak hour traffic volumes with the Proposed Action are depicted on Figure 7, 2035 Build Out Peak Hour Traffic Volumes.

The AM and PM peak hour LOS results at each intersection with the Proposed Action are shown graphically in Figure 8 LOS worksheets for the Build Out scenario and are included in Appendix D. Proposed Action analyses show that the only projected peak hour LOS F conditions would occur at the 8th Avenue/Federal Boulevard intersection in the PM peak hour. Other LOS F conditions projected at the 10th Avenue and the 8th Avenue intersections with the No-Action scenario would be improved by the Proposed Action.

2035 Build Out Peak Hour Traffic VolumesFigure 7


NORTH


Holden Pl.

12th Ave.

11th Ave.

10th Ave.

9th Ave.

Barberry Pl.

8th Ave.

Severn Pl.

7th Ave.

6th Ave. WB On-Ramp

5th Ave.


6th Ave.

Fed

eral

Bou

leva

rd

30(45)25(95)35(135)

170(150)95(35)65(90)

35(1

30)

1705

(233

5)35

(30

)

80(1

55)

1750

(203

5)75

(65)

15(45)�(�)5(15)

5(5)5(�)

55(30)

10(1

5)18

20(2

575)

30

(20

)

20(3

0)

1830

(219

0)

60(4

0)

105(205)160(575)190(595)

135(70)365(90)

25(55)

40(1

40)

1620

(230

0)

115

(40

)

10(4

0)

30(6

0)

1550

(196

0)

280

(105

)

1945

(248

0)

195

(60

)

1755

(253

0)

200

(20

)

10(4

0)

1985

(252

5)

45(140)15(85)

40(170)

20(40)

1585

(226

0)

70(5

0)

1610

(218

5)24

5(2

5)

1775

(299

5)75

(25)

�(5

)

35(130)

1845

(202

5)40

(25)

20(5

5)16

20(2

320

)

1850

(301

0)

10(30)

1870

(214

5)�

(10

)205(210)95(315)365(535)

1780

(203

0)

1035

(910

)

205

(510

)15

70(2

550

)

330

(330

)17

10(1

885)

290(215)5(5)

195(275)

1930

(287

0)

170

(215

)


= Less than 5 Vehicles per Hour

LEGEND

XXX(XXX)

�

88

2035 Build Out Lane Geometryand Levels of Service

Figure 8


NORTH




= Stop Sign

= Traffic Signal

LEGEND

X/X

x/x

Holden Pl.

12th Ave.

11th Ave.

10th Ave.

9th Ave.

Barberry Pl.

8th Ave.

Severn Pl.

7th Ave.

6th Ave. WB On-Ramp

5th Ave.


6th Ave.

Fed

eral

Bou

leva

rd

88

c/d

b/b

b/b

c/b

b/c

b/b

b/b

b/b

a/b

b/b

a/b

A/B

C/E

D/F

B/C

B/C


Traffic Report

4.3.2 Level of Service Summary The results of the operational analyses of all the signalized intersections are summarized in Table 3. Locations projected to operate at LOS F are shown highlighted in orange. The highlighted cells within the tables allow for some qualitative operational comparisons between alternatives. For example, a comparison indicates that the Build Out scenario provides considerable improvement to vehicle delay time at the intersections of Federal Boulevard with US 6 when compared to the 2035 No-Action scenario.

Table 3 Signalized Intersection Levels of Service

Level of Service (Average Delay per vehicle in seconds for LOS F Intersections)

Existing 2035 No-Action 2035 Build Out Intersection

AM PM AM PM AM PM

Holden Place A B A C A B

10th Avenue B B D F (92) C E

8th Avenue C F (83) F (122) F (164) D F (146)

US 6 Westbound Ramp B B B E B C

US 6 Eastbound Ramp B B C D B C


Traffic Report

5.0 Summary The evaluation of the No-Action scenario described in Section 3.0 as well as the Proposed Action scenario described in Section 4.0 included a description of operations based on level of service analyses. Each scenario included the reconfiguration of Eastbound US 6, allowing for the evaluation of the impacts of each scenario compared to the forecasted conditions for Year 2035.

This analysis finds significant benefit to operational performance by widening the roadway to include three lanes in the northbound direction, as already exists for the southbound direction. The addition of the third northbound lane would be most significant during times when a bus must stop for boarding or alighting of passengers. By providing drivers an additional lane, some would avoid the right lane when a bus is ahead, reducing congestion and quick lane changes throughout the corridor.

Traffic operations and safety will be enhanced by widening existing sub-standard lanes to standard 11 foot widths. In addition, the installation of a raised curb median throughout the corridor would help to control access to individual driveways throughout the segment reducing the potential vehicular conflicts throughout the study corridor.

FFEELLSSBBUURRGG HHOOLLTT && UULLLLEEVVIIGG Appendix A

Traffic Report

Appendix A

Level of Service Criteria and Threshold Values

Tabulation of roadway section types and Level of Service Thresholds

Type of Roadway Configuration and LOS Criteria Measure

Signalized Intersections

Unsignalized Intersections

Level of Service

Delay (Seconds/Vehicle)

Delay (Seconds/Vehicle)

A ≤ 10 ≤ 10

B > 10 and ≤ 20 > 10 and ≤ 15

C > 20 and ≤ 35 > 15 and ≤ 25

D > 35 and ≤ 55 > 25 and ≤ 35

E > 55 and ≤ 80 > 35 and ≤ 50

F >80 >50

FFEELLSSBBUURRGG HHOOLLTT && UULLLLEEVVIIGG Appendix B

Traffic Report

Appendix B

Existing Conditions Level of Service Worksheets

File Name : #4 HOLDEN&FEDERALAMSite Code : 00000000Start Date : 8/5/2008Page No : 1

Groups Printed- UnshiftedFEDERAL AVE

SouthboundHOLDEN

WestboundFEDERAL AVE

NorthboundHOLDEN

EastboundStart Time Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Int. Total

07:00 AM 25 208 0 0 1 0 4 0 0 167 3 0 0 0 0 0 40807:15 AM 35 233 0 0 2 0 11 0 0 209 12 0 0 0 0 0 50207:30 AM 31 261 0 0 1 0 7 0 0 228 12 0 0 0 0 0 54007:45 AM 50 277 0 0 2 0 6 0 0 198 13 0 0 0 0 0 546

Total 141 979 0 0 6 0 28 0 0 802 40 0 0 0 0 0 1996

08:00 AM 32 247 0 0 3 0 9 0 0 201 13 0 0 0 0 0 50508:15 AM 24 240 0 0 6 0 8 0 0 176 20 0 0 0 0 0 47408:30 AM 20 198 0 0 5 0 9 0 0 225 20 0 0 0 0 0 47708:45 AM 23 231 0 0 8 0 22 0 0 211 15 0 0 0 0 0 510

Total 99 916 0 0 22 0 48 0 0 813 68 0 0 0 0 0 1966

Grand Total 240 1895 0 0 28 0 76 0 0 1615 108 0 0 0 0 0 3962Apprch % 11.2 88.8 0 0 26.9 0 73.1 0 0 93.7 6.3 0 0 0 0 0

Total % 6.1 47.8 0 0 0.7 0 1.9 0 0 40.8 2.7 0 0 0 0 0

FEDERAL AVE

HO

LDE

N H

OLD

EN

FEDERAL AVE

Right0

Thru1895

Left240

Peds0

InOut Total1691 2135 3826

Right 76

Thru 0 Left 28

Peds 0

Out

TotalIn

348 104

452

Left0

Thru1615

Right108

Peds0

Out TotalIn1923 1723 3646

Left0

Thru

0 R

ight0

Peds

0

Tota

lO

utIn

0 0

0

8/5/2008 07:00 AM8/5/2008 08:45 AM Unshifted

North

File Name : #4 HOLDEN&FEDERALAMSite Code : 00000000Start Date : 8/5/2008Page No : 2

FEDERAL AVESouthbound

HOLDENWestbound

FEDERAL AVENorthbound

HOLDENEastbound

Start Time Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Int. Total

Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 07:15 AM

07:15 AM 35 233 0 0 268 2 0 11 0 13 0 209 12 0 221 0 0 0 0 0 50207:30 AM 31 261 0 0 292 1 0 7 0 8 0 228 12 0 240 0 0 0 0 0 54007:45 AM 50 277 0 0 327 2 0 6 0 8 0 198 13 0 211 0 0 0 0 0 54608:00 AM 32 247 0 0 279 3 0 9 0 12 0 201 13 0 214 0 0 0 0 0 505Total Volume 148 1018 0 0 1166 8 0 33 0 41 0 836 50 0 886 0 0 0 0 0 2093% App. Total 12.7 87.3 0 0 19.5 0 80.5 0 0 94.4 5.6 0 0 0 0 0

PHF .740 .919 .000 .000 .891 .667 .000 .750 .000 .788 .000 .917 .962 .000 .923 .000 .000 .000 .000 .000 .958

FEDERAL AVE

HO

LDE

N H

OLD

EN

FEDERAL AVE

Right0

Thru1018

Left148

Peds0


Right 33

Thru 0 Left 8

Peds 0

Out

TotalIn

198 41

239

Left0

Thru836

Right50

Peds0


Left0

Thru

0 R

ight0

Ped

s0

Tota

lO

utIn

0 0

0

Peak Hour Begins at 07:15 AM Unshifted

Peak Hour Data

North

File Name : #4 HOLDEN&FEDERALPMSite Code : 00000000Start Date : 8/5/2008Page No : 1


SouthboundHOLDEN


NorthboundHOLDEN


04:00 PM 15 267 0 0 6 0 42 0 0 372 14 0 0 0 0 0 71604:15 PM 11 345 0 0 22 0 44 0 0 342 10 0 0 0 0 0 77404:30 PM 13 302 0 0 19 0 36 0 0 378 8 0 0 0 0 0 75604:45 PM 13 322 0 0 13 0 35 0 0 348 7 0 0 0 0 0 738

Total 52 1236 0 0 60 0 157 0 0 1440 39 0 0 0 0 0 2984

05:00 PM 11 347 0 0 15 0 19 0 0 433 9 0 0 0 0 0 83405:15 PM 10 372 0 0 9 0 16 0 0 401 14 0 0 0 0 0 82205:30 PM 13 312 0 0 8 0 19 0 0 379 5 0 0 0 0 0 73605:45 PM 11 294 0 0 13 0 19 0 0 311 11 0 0 0 0 0 659

Total 45 1325 0 0 45 0 73 0 0 1524 39 0 0 0 0 0 3051


Total % 1.6 42.4 0 0 1.7 0 3.8 0 0 49.1 1.3 0 0 0 0 0

FEDERAL AVE

HO

LDE

N H

OLD

EN

FEDERAL AVE

Right0

Thru2561

Left97

Peds0


Right230

Thru 0 Left105

Peds 0

Out

TotalIn

175 335

510

Left0

Thru2964

Right78

Peds0


Left0

Thru

0 R

ight0

Peds

0

Tota

lO

utIn

0 0

0

8/5/2008 04:00 PM8/5/2008 05:45 PM Unshifted

North

File Name : #4 HOLDEN&FEDERALPMSite Code : 00000000Start Date : 8/5/2008Page No : 2


HOLDENWestbound


HOLDENEastbound


Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 04:30 PM

04:30 PM 13 302 0 0 315 19 0 36 0 55 0 378 8 0 386 0 0 0 0 0 75604:45 PM 13 322 0 0 335 13 0 35 0 48 0 348 7 0 355 0 0 0 0 0 73805:00 PM 11 347 0 0 358 15 0 19 0 34 0 433 9 0 442 0 0 0 0 0 83405:15 PM 10 372 0 0 382 9 0 16 0 25 0 401 14 0 415 0 0 0 0 0 822Total Volume 47 1343 0 0 1390 56 0 106 0 162 0 1560 38 0 1598 0 0 0 0 0 3150% App. Total 3.4 96.6 0 0 34.6 0 65.4 0 0 97.6 2.4 0 0 0 0 0

PHF .904 .903 .000 .000 .910 .737 .000 .736 .000 .736 .000 .901 .679 .000 .904 .000 .000 .000 .000 .000 .944

FEDERAL AVE

HO

LDE

N H

OLD

EN

FEDERAL AVE

Right0

Thru1343

Left47

Peds0


Right106

Thru 0 Left 56

Peds 0

Out

TotalIn

85 162

247

Left0

Thru1560

Right38

Peds0


Left0

Thru

0 R

ight0

Ped

s0

Tota

lO

utIn

0 0

0

Peak Hour Begins at 04:30 PM Unshifted

Peak Hour Data

North

File Name : #3 12TH&FEDERALAMSite Code : 00000000Start Date : 8/5/2008Page No : 1


Southbound12TH AVE


Northbound12TH AVEEastbound

Start Time Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Int. Total07:00 AM 0 205 2 0 0 0 0 0 1 176 0 0 2 0 3 0 38907:15 AM 0 231 4 0 0 0 0 0 2 212 0 0 4 0 6 0 45907:30 AM 0 262 0 0 0 0 0 0 1 224 0 0 3 0 1 0 49107:45 AM 0 310 2 0 0 0 0 0 5 208 0 0 3 0 6 0 534

Total 0 1008 8 0 0 0 0 0 9 820 0 0 12 0 16 0 1873

08:00 AM 0 237 0 0 0 0 0 0 6 203 0 0 2 0 3 0 45108:15 AM 0 236 1 0 0 0 0 0 5 193 0 0 2 0 0 0 43708:30 AM 0 235 4 0 0 0 0 0 6 238 0 0 0 0 4 0 48708:45 AM 0 222 4 0 0 0 0 0 7 239 0 0 3 0 1 0 476

Total 0 930 9 0 0 0 0 0 24 873 0 0 7 0 8 0 1851

Grand Total 0 1938 17 0 0 0 0 0 33 1693 0 0 19 0 24 0 3724Apprch % 0 99.1 0.9 0 0 0 0 0 1.9 98.1 0 0 44.2 0 55.8 0

Total % 0 52 0.5 0 0 0 0 0 0.9 45.5 0 0 0.5 0 0.6 0

FEDERAL AVE

12T

H A

VE

12TH A

VE

FEDERAL AVE

Right17

Thru1938

Left0

Peds0


Right 0

Thru 0 Left 0

Peds 0

Out

TotalIn

0 0

0

Left33

Thru1693

Right0

Peds0


Left19

Th

ru0

Rig

ht24

Peds

0

Tota

lO

utIn

50

43

93

8/5/2008 07:00 AM8/5/2008 08:45 AM Unshifted

North



12TH AVEWestbound


12TH AVEEastbound



07:15 AM 0 231 4 0 235 0 0 0 0 0 2 212 0 0 214 4 0 6 0 10 45907:30 AM 0 262 0 0 262 0 0 0 0 0 1 224 0 0 225 3 0 1 0 4 49107:45 AM 0 310 2 0 312 0 0 0 0 0 5 208 0 0 213 3 0 6 0 9 53408:00 AM 0 237 0 0 237 0 0 0 0 0 6 203 0 0 209 2 0 3 0 5 451Total Volume 0 1040 6 0 1046 0 0 0 0 0 14 847 0 0 861 12 0 16 0 28 1935% App. Total 0 99.4 0.6 0 0 0 0 0 1.6 98.4 0 0 42.9 0 57.1 0

PHF .000 .839 .375 .000 .838 .000 .000 .000 .000 .000 .583 .945 .000 .000 .957 .750 .000 .667 .000 .700 .906

FEDERAL AVE

12T

H A

VE 12TH

AV

E

FEDERAL AVE

Right6

Thru1040

Left0

Peds0


Right 0

Thru 0 Left 0

Peds 0

Out

TotalIn

0 0

0

Left14

Thru847

Right0

Peds0


Left12

Th

ru0

Rig

ht16

Ped

s0

Tota

lO

utIn

20

28

48


Peak Hour Data

North

File Name : #3 12TH&FEDERALPMSite Code : 00000000Start Date : 8/5/2008Page No : 1


Southbound12TH AVE



Start Time Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Int. Total04:00 PM 0 289 4 0 0 0 0 0 7 380 0 0 3 0 5 0 68804:15 PM 0 309 8 0 0 0 0 0 8 348 0 0 3 0 7 0 68304:30 PM 0 303 10 0 0 0 0 0 9 386 0 0 4 0 10 0 72204:45 PM 0 331 6 0 0 0 0 0 8 355 0 0 2 0 9 0 711

Total 0 1232 28 0 0 0 0 0 32 1469 0 0 12 0 31 0 2804

05:00 PM 0 352 11 0 0 0 0 0 12 441 0 0 7 0 5 0 82805:15 PM 0 360 7 0 0 0 0 0 12 409 0 0 5 0 13 0 80605:30 PM 0 329 5 0 0 0 0 0 9 387 0 0 2 0 5 0 73705:45 PM 0 303 8 0 0 0 0 0 7 317 0 0 4 0 5 0 644

Total 0 1344 31 0 0 0 0 0 40 1554 0 0 18 0 28 0 3015

Grand Total 0 2576 59 0 0 0 0 0 72 3023 0 0 30 0 59 0 5819Apprch % 0 97.8 2.2 0 0 0 0 0 2.3 97.7 0 0 33.7 0 66.3 0

Total % 0 44.3 1 0 0 0 0 0 1.2 52 0 0 0.5 0 1 0



12TH AVEWestbound


12TH AVEEastbound



04:45 PM 0 331 6 0 337 0 0 0 0 0 8 355 0 0 363 2 0 9 0 11 71105:00 PM 0 352 11 0 363 0 0 0 0 0 12 441 0 0 453 7 0 5 0 12 82805:15 PM 0 360 7 0 367 0 0 0 0 0 12 409 0 0 421 5 0 13 0 18 80605:30 PM 0 329 5 0 334 0 0 0 0 0 9 387 0 0 396 2 0 5 0 7 737Total Volume 0 1372 29 0 1401 0 0 0 0 0 41 1592 0 0 1633 16 0 32 0 48 3082% App. Total 0 97.9 2.1 0 0 0 0 0 2.5 97.5 0 0 33.3 0 66.7 0

PHF .000 .953 .659 .000 .954 .000 .000 .000 .000 .000 .854 .902 .000 .000 .901 .571 .000 .615 .000 .667 .931

FEDERAL AVE

12T

H A

VE 12TH

AVE

FEDERAL AVE

Right29

Thru1372

Left0

Peds0


Right 0

Thru 0 Left 0

Peds 0

Out

TotalIn

0 0

0

Left41

Thru1592

Right0

Peds0


Left16

Th

ru0

Rig

ht32

Ped

s0

Tota

lO

utIn

70

48

118


Peak Hour Data

North



Southbound11TH AVE




Total 131 838 0 0 3 0 10 1 0 815 155 0 0 0 0 0 1953

08:00 AM 33 224 0 0 0 0 7 0 0 205 43 0 0 0 0 0 51208:15 AM 41 213 0 0 2 0 6 0 0 186 53 0 0 0 0 0 50108:30 AM 33 208 0 0 1 0 16 0 0 246 33 0 0 0 0 0 53708:45 AM 30 201 0 0 1 0 11 0 0 220 39 0 0 0 0 0 502

Total 137 846 0 0 4 0 40 0 0 857 168 0 0 0 0 0 2052

Grand Total 268 1684 0 0 7 0 50 1 0 1672 323 0 0 0 0 0 4005Apprch % 13.7 86.3 0 0 12.1 0 86.2 1.7 0 83.8 16.2 0 0 0 0 0

Total % 6.7 42 0 0 0.2 0 1.2 0 0 41.7 8.1 0 0 0 0 0

FEDERAL AVE

11T

H A

VE

11TH A

VE

FEDERAL AVE

Right0

Thru1684

Left268

Peds0


Right 50

Thru 0 Left 7

Peds 1

Out

TotalIn

591 58

649

Left0

Thru1672

Right323

Peds0


Left0

Thru

0 R

ight0

Peds

0

Tota

lO

utIn

0 0

0

8/5/2008 07:00 AM8/5/2008 08:45 AM Unshifted

North



11TH AVEWestbound


11TH AVEEastbound



07:45 AM 44 221 0 0 265 1 0 0 0 1 0 208 59 0 267 0 0 0 0 0 53308:00 AM 33 224 0 0 257 0 0 7 0 7 0 205 43 0 248 0 0 0 0 0 51208:15 AM 41 213 0 0 254 2 0 6 0 8 0 186 53 0 239 0 0 0 0 0 50108:30 AM 33 208 0 0 241 1 0 16 0 17 0 246 33 0 279 0 0 0 0 0 537Total Volume 151 866 0 0 1017 4 0 29 0 33 0 845 188 0 1033 0 0 0 0 0 2083% App. Total 14.8 85.2 0 0 12.1 0 87.9 0 0 81.8 18.2 0 0 0 0 0

PHF .858 .967 .000 .000 .959 .500 .000 .453 .000 .485 .000 .859 .797 .000 .926 .000 .000 .000 .000 .000 .970

FEDERAL AVE

11T

H A

VE 11TH

AV

E

FEDERAL AVE

Right0

Thru866

Left151

Peds0


Right 29

Thru 0 Left 4

Peds 0

Out

TotalIn

339 33

372

Left0

Thru845

Right188

Peds0


Left0

Thru

0 R

ight0

Ped

s0

Tota

lO

utIn

0 0

0


Peak Hour Data

North



Southbound11TH AVE




Total 27 1216 0 0 11 0 166 1 0 1286 59 0 0 0 0 0 2766

05:00 PM 3 359 0 0 3 0 47 0 0 387 8 0 0 0 0 0 80705:15 PM 6 363 0 0 1 0 21 0 0 406 3 0 0 0 0 0 80005:30 PM 1 333 0 0 0 0 27 0 0 357 2 0 0 0 0 0 72005:45 PM 2 296 0 0 0 0 19 0 0 319 0 0 0 0 0 0 636

Total 12 1351 0 0 4 0 114 0 0 1469 13 0 0 0 0 0 2963

Grand Total 39 2567 0 0 15 0 280 1 0 2755 72 0 0 0 0 0 5729Apprch % 1.5 98.5 0 0 5.1 0 94.6 0.3 0 97.5 2.5 0 0 0 0 0

Total % 0.7 44.8 0 0 0.3 0 4.9 0 0 48.1 1.3 0 0 0 0 0



11TH AVEWestbound


11TH AVEEastbound




PHF .667 .946 .000 .000 .942 .500 .000 .691 .000 .680 .000 .913 .563 .000 .917 .000 .000 .000 .000 .000 .937

FEDERAL AVE

11T

H A

VE 11TH

AV

E

FEDERAL AVE

Right0

Thru1374

Left16

Peds0


Right130

Thru 0 Left 6

Peds 0

Out

TotalIn

34 136

170

Left0

Thru1482

Right18

Peds0


Left0

Thru

0 R

ight0

Ped

s0

Tota

lO

utIn

0 0

0


Peak Hour Data

North



Southbound10TH AVE




Total 22 801 20 0 27 20 12 0 20 894 24 0 95 48 37 1 2021

08:00 AM 8 203 5 0 11 10 7 2 3 219 7 0 18 9 5 0 50708:15 AM 5 186 3 0 8 7 0 0 2 219 8 0 21 5 11 0 47508:30 AM 3 195 8 0 15 4 2 0 6 243 6 0 23 9 8 0 52208:45 AM 5 208 6 0 10 4 7 0 7 206 4 0 26 11 11 0 505

Total 21 792 22 0 44 25 16 2 18 887 25 0 88 34 35 0 2009

Grand Total 43 1593 42 0 71 45 28 2 38 1781 49 0 183 82 72 1 4030Apprch % 2.6 94.9 2.5 0 48.6 30.8 19.2 1.4 2 95.3 2.6 0 54.1 24.3 21.3 0.3

Total % 1.1 39.5 1 0 1.8 1.1 0.7 0 0.9 44.2 1.2 0 4.5 2 1.8 0



10TH AVEWestbound


10TH AVEEastbound



07:15 AM 4 199 3 0 206 5 6 4 0 15 5 224 6 0 235 21 9 10 0 40 49607:30 AM 4 208 4 0 216 10 4 2 0 16 3 252 6 0 261 22 13 4 0 39 53207:45 AM 12 208 6 0 226 7 2 4 0 13 5 235 4 0 244 31 17 11 0 59 54208:00 AM 8 203 5 0 216 11 10 7 2 30 3 219 7 0 229 18 9 5 0 32 507Total Volume 28 818 18 0 864 33 22 17 2 74 16 930 23 0 969 92 48 30 0 170 2077% App. Total 3.2 94.7 2.1 0 44.6 29.7 23 2.7 1.7 96 2.4 0 54.1 28.2 17.6 0

PHF .583 .983 .750 .000 .956 .750 .550 .607 .250 .617 .800 .923 .821 .000 .928 .742 .706 .682 .000 .720 .958

FEDERAL AVE

10T

H A

VE 10TH

AV

E

FEDERAL AVE

Right18

Thru818

Left28

Peds0


Right 17

Thru 22 Left 33

Peds 2

Out

TotalIn

99 74

173

Left16

Thru930

Right23

Peds0


Left92

Th

ru48

Rig

ht30

Ped

s0

Tota

lO

utIn

56

170

226


Peak Hour Data

North



Southbound10TH AVE




Total 31 1141 84 0 128 62 24 0 60 1261 19 0 68 30 42 0 2950

05:00 PM 8 311 17 0 40 18 2 0 25 349 3 0 23 10 14 1 82105:15 PM 7 316 23 0 26 25 10 0 20 387 5 0 28 7 11 0 86505:30 PM 4 299 23 0 22 10 8 0 27 305 4 0 16 8 12 0 73805:45 PM 4 280 11 0 24 13 3 0 20 278 4 0 26 6 16 0 685

Total 23 1206 74 0 112 66 23 0 92 1319 16 0 93 31 53 1 3109

Grand Total 54 2347 158 0 240 128 47 0 152 2580 35 0 161 61 95 1 6059Apprch % 2.1 91.7 6.2 0 57.8 30.8 11.3 0 5.5 93.2 1.3 0 50.6 19.2 29.9 0.3

Total % 0.9 38.7 2.6 0 4 2.1 0.8 0 2.5 42.6 0.6 0 2.7 1 1.6 0

FEDERAL AVE

10T

H A

VE

10TH A

VE

FEDERAL AVE

Right158

Thru2347

Left54

Peds0


Right 47

Thru128

Left240

Peds 0

Out

TotalIn

150 415

565

Left152

Thru2580

Right35

Peds0


Left161

Thru61

R

ight95

Pe

ds1

Tota

lO

utIn

438

318

756

8/5/2008 04:00 PM8/5/2008 05:45 PM Unshifted

North



10TH AVEWestbound


10TH AVEEastbound



04:30 PM 7 293 20 0 320 37 14 11 0 62 17 305 4 0 326 18 9 12 0 39 74704:45 PM 7 295 18 0 320 30 14 2 0 46 11 297 5 0 313 16 8 14 0 38 71705:00 PM 8 311 17 0 336 40 18 2 0 60 25 349 3 0 377 23 10 14 1 48 82105:15 PM 7 316 23 0 346 26 25 10 0 61 20 387 5 0 412 28 7 11 0 46 865Total Volume 29 1215 78 0 1322 133 71 25 0 229 73 1338 17 0 1428 85 34 51 1 171 3150% App. Total 2.2 91.9 5.9 0 58.1 31 10.9 0 5.1 93.7 1.2 0 49.7 19.9 29.8 0.6

PHF .906 .961 .848 .000 .955 .831 .710 .568 .000 .923 .730 .864 .850 .000 .867 .759 .850 .911 .250 .891 .910

FEDERAL AVE

10T

H A

VE 10TH

AV

E

FEDERAL AVE

Right78

Thru1215

Left29

Peds0


Right 25

Thru 71 Left133

Peds 0

Out

TotalIn

80 229

309

Left73

Thru1338

Right17

Peds0


Left85

Th

ru34

Rig

ht51

Ped

s1

Tota

lO

utIn

222

171

393


Peak Hour Data

North

File Name : AM_6909 9TH&FEDERALSite Code : 00000000Start Date : 9/4/2008Page No : 1


Southbound9TH AVE


Northbound9TH AVE


07:00 AM 2 0 1 0 0 0 3 0 2 0 3 0 0 0 6 0 1707:15 AM 2 0 1 0 1 0 3 0 4 0 8 0 1 1 7 0 2807:30 AM 4 0 2 0 0 0 2 0 3 0 7 0 0 2 13 0 3307:45 AM 11 0 2 0 0 0 3 0 3 0 14 0 0 0 6 0 39

Total 19 0 6 0 1 0 11 0 12 0 32 0 1 3 32 0 117

08:00 AM 4 0 3 0 2 0 4 0 5 0 15 0 1 1 16 0 5108:15 AM 5 0 1 0 0 0 2 0 3 0 3 0 1 0 6 0 2108:30 AM 4 0 3 0 1 0 4 0 8 0 2 0 1 0 8 0 3108:45 AM 4 0 1 0 1 0 2 0 2 0 8 0 1 0 3 0 22

Total 17 0 8 0 4 0 12 0 18 0 28 0 4 1 33 0 125

Grand Total 36 0 14 0 5 0 23 0 30 0 60 0 5 4 65 0 242Apprch % 72 0 28 0 17.9 0 82.1 0 33.3 0 66.7 0 6.8 5.4 87.8 0

Total % 14.9 0 5.8 0 2.1 0 9.5 0 12.4 0 24.8 0 2.1 1.7 26.9 0

FEDERAL AVE

9TH

AV

E 9TH

AV

E

FEDERAL AVE

Right14

Thru0

Left36

Peds0

InOut Total28 50 78

Right 23

Thru 0 Left 5

Peds 0

Out

TotalIn

100 28

128

Left30

Thru0

Right60

Peds0


Left5

Thru

4 R

ight65

Pe

ds0

Tota

lO

utIn

44

74

118

9/4/2008 07:00 AM9/4/2008 08:45 AM Unshifted

North



9TH AVEWestbound


9TH AVEEastbound



07:15 AM 2 0 1 0 3 1 0 3 0 4 4 0 8 0 12 1 1 7 0 9 2807:30 AM 4 0 2 0 6 0 0 2 0 2 3 0 7 0 10 0 2 13 0 15 3307:45 AM 11 0 2 0 13 0 0 3 0 3 3 0 14 0 17 0 0 6 0 6 3908:00 AM 4 0 3 0 7 2 0 4 0 6 5 0 15 0 20 1 1 16 0 18 51Total Volume 21 0 8 0 29 3 0 12 0 15 15 0 44 0 59 2 4 42 0 48 151% App. Total 72.4 0 27.6 0 20 0 80 0 25.4 0 74.6 0 4.2 8.3 87.5 0

PHF .477 .000 .667 .000 .558 .375 .000 .750 .000 .625 .750 .000 .733 .000 .738 .500 .500 .656 .000 .667 .740

FEDERAL AVE

9TH

AV

E 9TH

AV

E

FEDERAL AVE

Right8

Thru0

Left21

Peds0

InOut Total14 29 43

Right 12

Thru 0 Left 3

Peds 0

Out

TotalIn

69 15

84

Left15

Thru0

Right44

Peds0


Left2

Thru

4 R

ight42

P

eds0

Tota

lO

utIn

23

48

71


Peak Hour Data

North

File Name : PM_6909 9TH&FEDERALSite Code : 00000000Start Date : 9/4/2008Page No : 1


Southbound9TH AVE


Northbound9TH AVE


04:00 PM 3 0 2 0 2 0 6 0 7 0 7 0 1 0 4 0 3204:15 PM 7 0 1 0 3 0 11 0 6 0 8 0 3 1 5 0 4504:30 PM 5 0 4 0 3 0 5 0 1 0 6 0 1 0 4 0 2904:45 PM 0 0 3 0 3 0 10 0 9 0 9 0 0 0 7 0 41

Total 15 0 10 0 11 0 32 0 23 0 30 0 5 1 20 0 147

05:00 PM 2 0 5 0 4 0 9 0 5 0 9 0 0 0 5 0 3905:15 PM 3 0 2 0 3 0 8 0 9 0 4 0 2 0 4 0 3505:30 PM 3 0 0 0 3 0 11 0 5 0 6 0 1 0 9 0 3805:45 PM 1 0 3 0 0 0 2 0 10 0 1 0 2 1 2 0 22

Total 9 0 10 0 10 0 30 0 29 0 20 0 5 1 20 0 134

Grand Total 24 0 20 0 21 0 62 0 52 0 50 0 10 2 40 0 281Apprch % 54.5 0 45.5 0 25.3 0 74.7 0 51 0 49 0 19.2 3.8 76.9 0

Total % 8.5 0 7.1 0 7.5 0 22.1 0 18.5 0 17.8 0 3.6 0.7 14.2 0

FEDERAL AVE

9TH

AV

E 9TH

AV

E

FEDERAL AVE

Right20

Thru0

Left24

Peds0


Right 62

Thru 0 Left 21

Peds 0

Out

TotalIn

76 83

159

Left52

Thru0

Right50

Peds0


Left10

Th

ru2

Rig

ht40

Peds

0

Tota

lO

utIn

72

52

124

9/4/2008 04:00 PM9/4/2008 05:45 PM Unshifted

North



9TH AVEWestbound


9TH AVEEastbound



04:15 PM 7 0 1 0 8 3 0 11 0 14 6 0 8 0 14 3 1 5 0 9 4504:30 PM 5 0 4 0 9 3 0 5 0 8 1 0 6 0 7 1 0 4 0 5 2904:45 PM 0 0 3 0 3 3 0 10 0 13 9 0 9 0 18 0 0 7 0 7 4105:00 PM 2 0 5 0 7 4 0 9 0 13 5 0 9 0 14 0 0 5 0 5 39Total Volume 14 0 13 0 27 13 0 35 0 48 21 0 32 0 53 4 1 21 0 26 154% App. Total 51.9 0 48.1 0 27.1 0 72.9 0 39.6 0 60.4 0 15.4 3.8 80.8 0

PHF .500 .000 .650 .000 .750 .813 .000 .795 .000 .857 .583 .000 .889 .000 .736 .333 .250 .750 .000 .722 .856

FEDERAL AVE

9TH

AV

E 9TH

AV

E

FEDERAL AVE

Right13

Thru0

Left14

Peds0

InOut Total39 27 66

Right 35

Thru 0 Left 13

Peds 0

Out

TotalIn

47 48

95

Left21

Thru0

Right32

Peds0

Out TotalIn34 53 87

Left4

Thru

1 R

ight21

P

eds0

Tota

lO

utIn

34

26

60


Peak Hour Data

North

File Name : AM_6910 SEVERN&FEDERALSite Code : 00000000Start Date : 9/4/2008Page No : 1


SouthboundSEVERN PLWestbound


SEVERN PLEastbound


Total 4 1095 0 0 0 0 6 0 0 1239 3 0 0 0 0 0 2347

08:00 AM 0 305 0 0 0 0 0 0 0 338 0 0 0 0 0 0 64308:15 AM 1 277 0 0 0 0 1 0 0 250 2 0 0 0 0 0 53108:30 AM 1 250 0 0 0 0 1 0 0 276 1 0 0 0 0 0 52908:45 AM 0 237 0 0 1 0 2 0 0 269 1 0 0 0 0 0 510

Total 2 1069 0 0 1 0 4 0 0 1133 4 0 0 0 0 0 2213


Total % 0.1 47.5 0 0 0 0 0.2 0 0 52 0.2 0 0 0 0 0

FEDERAL AVE

SE

VE

RN

PL

SE

VE

RN

PL

FEDERAL AVE

Right0

Thru2164

Left6

Peds0


Right 10

Thru 0 Left 1

Peds 0

Out

TotalIn

13 11

24

Left0

Thru2372

Right7

Peds0


Left0

Thru

0 R

ight0

Peds

0

Tota

lO

utIn

0 0

0

9/4/2008 07:00 AM9/4/2008 08:45 AM Unshifted

North

File Name : AM_6910 SEVERN&FEDERALSite Code : 00000000Start Date : 9/4/2008Page No : 2


SEVERN PLWestbound


SEVERN PLEastbound



07:15 AM 0 235 0 0 235 0 0 0 0 0 0 315 1 0 316 0 0 0 0 0 55107:30 AM 0 308 0 0 308 0 0 1 0 1 0 331 0 0 331 0 0 0 0 0 64007:45 AM 1 325 0 0 326 0 0 4 0 4 0 350 0 0 350 0 0 0 0 0 68008:00 AM 0 305 0 0 305 0 0 0 0 0 0 338 0 0 338 0 0 0 0 0 643Total Volume 1 1173 0 0 1174 0 0 5 0 5 0 1334 1 0 1335 0 0 0 0 0 2514% App. Total 0.1 99.9 0 0 0 0 100 0 0 99.9 0.1 0 0 0 0 0

PHF .250 .902 .000 .000 .900 .000 .000 .313 .000 .313 .000 .953 .250 .000 .954 .000 .000 .000 .000 .000 .924

FEDERAL AVE

SE

VE

RN

PL

SE

VE

RN

PL

FEDERAL AVE

Right0

Thru1173

Left1

Peds0


Right 5

Thru 0 Left 0

Peds 0

Out

TotalIn

2 5

7

Left0

Thru1334

Right1

Peds0


Left0

Thru

0 R

ight0

Ped

s0

Tota

lO

utIn

0 0

0


Peak Hour Data

North

File Name : PM_6910 SEVERN&FEDERALSite Code : 00000000Start Date : 9/4/2008Page No : 1


SouthboundSEVERN PLWestbound


SEVERN PLEastbound


Total 4 1792 0 0 3 0 19 0 0 1601 4 0 0 0 0 0 3423

05:00 PM 1 516 0 0 0 0 7 0 0 515 2 0 0 0 0 0 104105:15 PM 0 533 0 0 0 0 5 0 0 462 1 0 0 0 0 0 100105:30 PM 0 450 0 0 1 0 8 0 0 461 1 0 0 0 0 0 92105:45 PM 0 394 0 0 0 0 3 0 0 323 1 0 0 0 0 0 721

Total 1 1893 0 0 1 0 23 0 0 1761 5 0 0 0 0 0 3684


Total % 0.1 51.9 0 0 0.1 0 0.6 0 0 47.3 0.1 0 0 0 0 0

FEDERAL AVE

SE

VE

RN

PL

SE

VE

RN

PL

FEDERAL AVE

Right0

Thru3685

Left5

Peds0


Right 42

Thru 0 Left 4

Peds 0

Out

TotalIn

14 46

60

Left0

Thru3362

Right9

Peds0


Left0

Thru

0 R

ight0

Peds

0

Tota

lO

utIn

0 0

0

9/4/2008 04:00 PM9/4/2008 05:45 PM Unshifted

North

File Name : PM_6910 SEVERN&FEDERALSite Code : 00000000Start Date : 9/4/2008Page No : 2


SEVERN PLWestbound


SEVERN PLEastbound




PHF .500 .916 .000 .000 .917 .500 .000 .688 .000 .667 .000 .920 .625 .000 .919 .000 .000 .000 .000 .000 .932

FEDERAL AVE

SE

VE

RN

PL

SE

VE

RN

PL

FEDERAL AVE

Right0

Thru1953

Left2

Peds0


Right 22

Thru 0 Left 2

Peds 0

Out

TotalIn

7 24

31

Left0

Thru1896

Right5

Peds0


Left0

Thru

0 R

ight0

Ped

s0

Tota

lO

utIn

0 0

0


Peak Hour Data

North



Southbound7TH


Northbound7TH


07:00 AM 13 0 0 0 1 0 6 0 0 0 15 0 0 0 0 0 3507:15 AM 11 0 0 0 3 0 6 0 0 0 10 0 0 0 0 0 3007:30 AM 15 0 0 0 3 0 5 0 0 0 3 0 0 0 0 0 2607:45 AM 14 0 0 0 0 0 1 0 0 0 5 0 0 0 0 0 20

Total 53 0 0 0 7 0 18 0 0 0 33 0 0 0 0 0 111

08:00 AM 12 0 0 0 2 0 4 0 0 0 12 0 0 0 0 0 3008:15 AM 10 0 0 0 2 0 4 0 0 0 5 0 0 0 0 0 2108:30 AM 8 0 0 0 3 0 4 0 0 0 9 0 0 0 0 0 2408:45 AM 5 0 0 0 6 0 13 0 0 0 6 0 0 0 0 0 30

Total 35 0 0 0 13 0 25 0 0 0 32 0 0 0 0 0 105

Grand Total 88 0 0 0 20 0 43 0 0 0 65 0 0 0 0 0 216Apprch % 100 0 0 0 31.7 0 68.3 0 0 0 100 0 0 0 0 0

Total % 40.7 0 0 0 9.3 0 19.9 0 0 0 30.1 0 0 0 0 0

FEDERAL AVE

7TH

7TH

FEDERAL AVE

Right0

Thru0

Left88

Peds0


Right 43

Thru 0 Left 20

Peds 0

Out

TotalIn

153 63

216

Left0

Thru0

Right65

Peds0

Out TotalIn20 65 85

Left0

Thru

0 R

ight0

Peds

0

Tota

lO

utIn

0 0

0

9/4/2008 07:00 AM9/4/2008 08:45 AM Unshifted

North



7THWestbound


7THEastbound



07:00 AM 13 0 0 0 13 1 0 6 0 7 0 0 15 0 15 0 0 0 0 0 3507:15 AM 11 0 0 0 11 3 0 6 0 9 0 0 10 0 10 0 0 0 0 0 3007:30 AM 15 0 0 0 15 3 0 5 0 8 0 0 3 0 3 0 0 0 0 0 2607:45 AM 14 0 0 0 14 0 0 1 0 1 0 0 5 0 5 0 0 0 0 0 20Total Volume 53 0 0 0 53 7 0 18 0 25 0 0 33 0 33 0 0 0 0 0 111% App. Total 100 0 0 0 28 0 72 0 0 0 100 0 0 0 0 0

PHF .883 .000 .000 .000 .883 .583 .000 .750 .000 .694 .000 .000 .550 .000 .550 .000 .000 .000 .000 .000 .793

FEDERAL AVE

7TH

7TH

FEDERAL AVE

Right0

Thru0

Left53

Peds0

InOut Total18 53 71

Right 18

Thru 0 Left 7

Peds 0

Out

TotalIn

86 25

111

Left0

Thru0

Right33

Peds0

Out TotalIn7 33 40

Left0

Thru

0 R

ight0

Ped

s0

Tota

lO

utIn

0 0

0


Peak Hour Data

North



Southbound7TH


Northbound7TH


04:00 PM 5 0 0 0 4 0 12 0 0 0 12 0 0 0 0 0 3304:15 PM 5 0 0 0 6 0 9 0 0 0 8 0 0 0 0 0 2804:30 PM 4 0 0 0 3 0 8 0 0 0 8 0 0 0 0 0 2304:45 PM 9 0 0 0 4 1 22 0 0 0 8 0 0 0 0 0 44

Total 23 0 0 0 17 1 51 0 0 0 36 0 0 0 0 0 128

05:00 PM 3 0 0 0 11 0 17 0 0 0 5 0 0 0 0 0 3605:15 PM 2 0 0 0 13 1 15 0 0 0 4 0 0 0 0 0 3505:30 PM 2 0 0 0 4 0 12 0 0 0 6 0 0 0 0 0 2405:45 PM 1 0 0 0 1 0 5 0 1 0 3 0 0 0 0 0 11

Total 8 0 0 0 29 1 49 0 1 0 18 0 0 0 0 0 106

Grand Total 31 0 0 0 46 2 100 0 1 0 54 0 0 0 0 0 234Apprch % 100 0 0 0 31.1 1.4 67.6 0 1.8 0 98.2 0 0 0 0 0

Total % 13.2 0 0 0 19.7 0.9 42.7 0 0.4 0 23.1 0 0 0 0 0

FEDERAL AVE

7TH

7TH

FEDERAL AVE

Right0

Thru0

Left31

Peds0


Right100

Thru 2 Left 46

Peds 0

Out

TotalIn

85 148

233

Left1

Thru0

Right54

Peds0


Left0

Thru

0 R

ight0

Peds

0

Tota

lO

utIn

3 0

3

9/4/2008 04:00 PM9/4/2008 05:45 PM Unshifted

North



7THWestbound


7THEastbound



04:45 PM 9 0 0 0 9 4 1 22 0 27 0 0 8 0 8 0 0 0 0 0 4405:00 PM 3 0 0 0 3 11 0 17 0 28 0 0 5 0 5 0 0 0 0 0 3605:15 PM 2 0 0 0 2 13 1 15 0 29 0 0 4 0 4 0 0 0 0 0 3505:30 PM 2 0 0 0 2 4 0 12 0 16 0 0 6 0 6 0 0 0 0 0 24Total Volume 16 0 0 0 16 32 2 66 0 100 0 0 23 0 23 0 0 0 0 0 139% App. Total 100 0 0 0 32 2 66 0 0 0 100 0 0 0 0 0

PHF .444 .000 .000 .000 .444 .615 .500 .750 .000 .862 .000 .000 .719 .000 .719 .000 .000 .000 .000 .000 .790

FEDERAL AVE

7TH

7TH

FEDERAL AVE

Right0

Thru0

Left16

Peds0

InOut Total66 16 82

Right 66

Thru 2 Left 32

Peds 0

Out

TotalIn

39 100

139

Left0

Thru0

Right23

Peds0

Out TotalIn32 23 55

Left0

Thru

0 R

ight0

Ped

s0

Tota

lO

utIn

2 0

2


Peak Hour Data

North

HCM Signalized Intersection Capacity Analysis1: Holden Pl & Federal 10/28/2008

K:\08171\Transportation\Synchro\Existing_AM.syn Synchro 7 - ReportFelsburg Holt & Ullevig Page 1

Movement WBL WBR NBT NBR SBL SBTLane ConfigurationsVolume (vph) 8 33 1024 50 148 1548Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800Lane Width 11 11 10 10 9 10Total Lost time (s) 5.0 5.0 5.0 5.0 5.0Lane Util. Factor 1.00 0.95 1.00 1.00 0.91Frpb, ped/bikes 0.96 1.00 0.95 1.00 1.00Flpb, ped/bikes 1.00 1.00 1.00 0.99 1.00Frt 0.89 1.00 0.85 1.00 1.00Flt Protected 0.99 1.00 1.00 0.95 1.00Satd. Flow (prot) 1440 3040 1326 1499 4275Flt Permitted 0.99 1.00 1.00 0.26 1.00Satd. Flow (perm) 1440 3040 1326 415 4275Peak-hour factor, PHF 0.96 0.96 0.96 0.96 0.96 0.96Adj. Flow (vph) 8 34 1067 52 154 1612RTOR Reduction (vph) 32 0 0 8 0 0Lane Group Flow (vph) 10 0 1067 44 154 1612Confl. Peds. (#/hr) 10 10 10 10Confl. Bikes (#/hr) 5 5Heavy Vehicles (%) 2% 2% 5% 2% 2% 6%Bus Blockages (#/hr) 0 0 0 0 0 9Turn Type Perm PermProtected Phases 4 2 2Permitted Phases 2 2Actuated Green, G (s) 4.6 85.4 85.4 85.4 85.4Effective Green, g (s) 4.6 85.4 85.4 85.4 85.4Actuated g/C Ratio 0.05 0.85 0.85 0.85 0.85Clearance Time (s) 5.0 5.0 5.0 5.0 5.0Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 66 2596 1132 354 3651v/s Ratio Prot c0.01 0.35 c0.38v/s Ratio Perm 0.03 0.37v/c Ratio 0.14 0.41 0.04 0.44 0.44Uniform Delay, d1 45.8 1.6 1.1 1.7 1.7Progression Factor 1.00 0.99 1.92 1.00 1.00Incremental Delay, d2 1.0 0.4 0.1 3.9 0.4Delay (s) 46.8 2.0 2.2 5.6 2.1Level of Service D A A A AApproach Delay (s) 46.8 2.0 2.4Approach LOS D A A

Intersection SummaryHCM Average Control Delay 2.9 HCM Level of Service AHCM Volume to Capacity ratio 0.43Actuated Cycle Length (s) 100.0 Sum of lost time (s) 10.0Intersection Capacity Utilization 57.3% ICU Level of Service BAnalysis Period (min) 15c Critical Lane Group

HCM Unsignalized Intersection Capacity Analysis2: 12th Ave & Federal 10/28/2008


Movement EBL EBR NBL NBT SBT SBRLane ConfigurationsVolume (veh/h) 12 16 14 1035 1570 6Sign Control Stop Free FreeGrade 0% 0% 0%Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91Hourly flow rate (vph) 13 18 15 1137 1725 7Pedestrians 10 10 10Lane Width (ft) 12.0 10.0 10.0Walking Speed (ft/s) 4.0 4.0 4.0Percent Blockage 1 1 1Right turn flare (veh)Median type TWLTL TWLTLMedian storage veh) 2 2Upstream signal (ft) 660 340pX, platoon unblocked 0.92 0.92 0.92vC, conflicting volume 2158 598 1742vC1, stage 1 conf vol 1739vC2, stage 2 conf vol 420vCu, unblocked vol 1967 279 1516tC, single (s) 6.8 6.9 4.1tC, 2 stage (s) 5.8tF (s) 3.5 3.3 2.2p0 queue free % 91 97 96cM capacity (veh/h) 148 654 400

Direction, Lane # EB 1 NB 1 NB 2 NB 3 NB 4 SB 1 SB 2 SB 3Volume Total 31 15 379 379 379 690 690 352Volume Left 13 15 0 0 0 0 0 0Volume Right 18 0 0 0 0 0 0 7cSH 265 400 1700 1700 1700 1700 1700 1700Volume to Capacity 0.12 0.04 0.22 0.22 0.22 0.41 0.41 0.21Queue Length 95th (ft) 10 3 0 0 0 0 0 0Control Delay (s) 20.4 14.4 0.0 0.0 0.0 0.0 0.0 0.0Lane LOS C BApproach Delay (s) 20.4 0.2 0.0Approach LOS C

Intersection SummaryAverage Delay 0.3Intersection Capacity Utilization 45.0% ICU Level of Service AAnalysis Period (min) 15



Movement WBL WBR NBT NBR SBL SBTLane ConfigurationsVolume (veh/h) 4 29 1033 188 151 1396Sign Control Stop Free FreeGrade 0% 0% 0%Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97Hourly flow rate (vph) 4 30 1065 194 156 1439Pedestrians 10 10 10Lane Width (ft) 12.0 10.0 10.0Walking Speed (ft/s) 4.0 4.0 4.0Percent Blockage 1 1 1Right turn flare (veh)Median type TWLTL TWLTLMedian storage veh) 2 2Upstream signal (ft) 330 670pX, platoon unblocked 0.98vC, conflicting volume 1973 472 1269vC1, stage 1 conf vol 1172vC2, stage 2 conf vol 801vCu, unblocked vol 1927 472 1269tC, single (s) 6.8 6.9 4.1tC, 2 stage (s) 5.8tF (s) 3.5 3.3 2.2p0 queue free % 98 94 71cM capacity (veh/h) 192 530 539

Direction, Lane # WB 1 NB 1 NB 2 NB 3 SB 1 SB 2 SB 3 SB 4Volume Total 34 426 426 407 156 480 480 480Volume Left 4 0 0 0 156 0 0 0Volume Right 30 0 0 194 0 0 0 0cSH 437 1700 1700 1700 539 1700 1700 1700Volume to Capacity 0.08 0.25 0.25 0.24 0.29 0.28 0.28 0.28Queue Length 95th (ft) 6 0 0 0 30 0 0 0Control Delay (s) 13.9 0.0 0.0 0.0 14.4 0.0 0.0 0.0Lane LOS B BApproach Delay (s) 13.9 0.0 1.4Approach LOS B


HCM Signalized Intersection Capacity Analysis4: 10th Ave & Federal 10/28/2008


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 113 75 49 27 22 22 44 1118 41 29 1349 31Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800Lane Width 12 12 12 12 12 12 9 10 10 9 10 10Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 5.0Lane Util. Factor 1.00 1.00 1.00 0.95 1.00 0.91Frpb, ped/bikes 0.99 0.99 1.00 1.00 1.00 1.00Flpb, ped/bikes 0.99 1.00 1.00 1.00 1.00 1.00Frt 0.97 0.96 1.00 0.99 1.00 1.00Flt Protected 0.98 0.98 0.95 1.00 0.95 1.00Satd. Flow (prot) 1624 1616 1475 2953 1474 4263Flt Permitted 0.83 0.81 0.15 1.00 0.19 1.00Satd. Flow (perm) 1383 1341 236 2953 297 4263Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95Adj. Flow (vph) 119 79 52 28 23 23 46 1177 43 31 1420 33RTOR Reduction (vph) 0 10 0 0 17 0 0 2 0 0 2 0Lane Group Flow (vph) 0 240 0 0 57 0 46 1218 0 31 1451 0Confl. Peds. (#/hr) 10 10 10 10 10 10 10 10Confl. Bikes (#/hr) 5 5 5 5Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 4% 5% 4% 4% 6% 4%Bus Blockages (#/hr) 4 4 4 3 3 3 0 11 11 0 8 8Turn Type Perm Perm Perm PermProtected Phases 4 4 2 2Permitted Phases 4 4 2 2Actuated Green, G (s) 20.2 20.2 69.8 69.8 69.8 69.8Effective Green, g (s) 20.2 20.2 69.8 69.8 69.8 69.8Actuated g/C Ratio 0.20 0.20 0.70 0.70 0.70 0.70Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 279 271 165 2061 207 2976v/s Ratio Prot c0.41 0.34v/s Ratio Perm c0.17 0.04 0.20 0.10v/c Ratio 0.86 0.21 0.28 0.59 0.15 0.49Uniform Delay, d1 38.6 33.3 5.7 7.8 5.1 6.9Progression Factor 1.00 1.00 1.18 0.91 1.56 1.52Incremental Delay, d2 22.8 0.4 3.4 1.0 1.4 0.5Delay (s) 61.4 33.7 10.0 8.1 9.4 11.0Level of Service E C B A A BApproach Delay (s) 61.4 33.7 8.2 11.0Approach LOS E C A B

Intersection SummaryHCM Average Control Delay 14.5 HCM Level of Service BHCM Volume to Capacity ratio 0.65Actuated Cycle Length (s) 100.0 Sum of lost time (s) 10.0Intersection Capacity Utilization 67.0% ICU Level of Service CAnalysis Period (min) 15c Critical Lane Group



Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (veh/h) 2 4 42 3 0 12 15 1142 44 21 1358 8Sign Control Stop Stop Free FreeGrade 0% 0% 0% 0%Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94Hourly flow rate (vph) 2 4 45 3 0 13 16 1215 47 22 1445 9Pedestrians 10 10 10 10Lane Width (ft) 12.0 12.0 10.0 10.0Walking Speed (ft/s) 4.0 4.0 4.0 4.0Percent Blockage 1 1 1 1Right turn flare (veh)Median type TWLTL TWLTLMedian storage veh) 2 2Upstream signal (ft) 690 650pX, platoon unblocked 0.83 0.83 0.88 0.83 0.83 0.77 0.88 0.77vC, conflicting volume 2166 2807 506 1863 2788 651 1463 1272vC1, stage 1 conf vol 1504 1504 1280 1280vC2, stage 2 conf vol 662 1304 583 1508vCu, unblocked vol 1119 1888 0 757 1865 0 1039 766tC, single (s) 7.5 6.5 6.9 7.5 6.5 6.9 4.1 4.1tC, 2 stage (s) 6.5 5.5 6.5 5.5tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2p0 queue free % 99 98 95 99 100 98 97 97cM capacity (veh/h) 189 184 937 259 185 826 579 647

Direction, Lane # EB 1 WB 1 NB 1 NB 2 NB 3 SB 1 SB 2 SB 3 SB 4Volume Total 51 16 16 810 452 22 578 578 297Volume Left 2 3 16 0 0 22 0 0 0Volume Right 45 13 0 0 47 0 0 0 9cSH 622 574 579 1700 1700 647 1700 1700 1700Volume to Capacity 0.08 0.03 0.03 0.48 0.27 0.03 0.34 0.34 0.17Queue Length 95th (ft) 7 2 2 0 0 3 0 0 0Control Delay (s) 11.3 11.4 11.4 0.0 0.0 10.8 0.0 0.0 0.0Lane LOS B B B BApproach Delay (s) 11.3 11.4 0.1 0.2Approach LOS B B




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 100 276 20 144 121 78 22 930 211 89 1208 31Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800Lane Width 10 10 10 10 10 10 9 10 10 9 10 10Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0Lane Util. Factor 1.00 0.95 0.97 0.95 1.00 0.95 1.00 0.91Frpb, ped/bikes 1.00 1.00 1.00 0.99 1.00 0.99 1.00 1.00Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 0.99 1.00 0.94 1.00 0.97 1.00 1.00Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00Satd. Flow (prot) 1565 3089 3036 2901 1477 2908 1480 4275Flt Permitted 0.95 1.00 0.95 1.00 0.16 1.00 0.16 1.00Satd. Flow (perm) 1565 3089 3036 2901 252 2908 253 4275Peak-hour factor, PHF 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93Adj. Flow (vph) 108 297 22 155 130 84 24 1000 227 96 1299 33RTOR Reduction (vph) 0 6 0 0 72 0 0 18 0 0 2 0Lane Group Flow (vph) 108 313 0 155 142 0 24 1209 0 96 1330 0Confl. Peds. (#/hr) 10 10 10 10 10 10 10 10Confl. Bikes (#/hr) 5 5 5 5Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 4% 5% 4% 4% 6% 4%Bus Blockages (#/hr) 0 0 0 0 0 0 0 6 6 0 6 6Turn Type Prot Prot Perm PermProtected Phases 3 8 7 4 6 2Permitted Phases 6 2Actuated Green, G (s) 10.7 14.8 10.1 14.2 60.1 60.1 60.1 60.1Effective Green, g (s) 10.7 14.8 10.1 14.2 60.1 60.1 60.1 60.1Actuated g/C Ratio 0.11 0.15 0.10 0.14 0.60 0.60 0.60 0.60Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 167 457 307 412 151 1748 152 2569v/s Ratio Prot c0.07 c0.10 0.05 0.05 c0.42 0.31v/s Ratio Perm 0.10 0.38v/c Ratio 0.65 0.68 0.50 0.34 0.16 0.69 0.63 0.52Uniform Delay, d1 42.8 40.4 42.6 38.7 8.8 13.6 12.8 11.6Progression Factor 1.00 1.00 1.00 1.00 1.61 1.81 0.48 0.44Incremental Delay, d2 8.3 4.2 1.3 0.5 1.9 1.9 16.5 0.7Delay (s) 51.2 44.6 43.9 39.2 16.1 26.6 22.6 5.7Level of Service D D D D B C C AApproach Delay (s) 46.3 41.2 26.4 6.9Approach LOS D D C A

Intersection SummaryHCM Average Control Delay 22.4 HCM Level of Service CHCM Volume to Capacity ratio 0.65Actuated Cycle Length (s) 100.0 Sum of lost time (s) 10.0Intersection Capacity Utilization 70.7% ICU Level of Service CAnalysis Period (min) 15c Critical Lane Group

HCM Unsignalized Intersection Capacity Analysis8: Severn Pl & Federal 10/28/2008


Movement WBL WBR NBT NBR SBL SBTLane ConfigurationsVolume (veh/h) 0 5 1167 1 1 1372Sign Control Stop Free FreeGrade 0% 0% 0%Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Hourly flow rate (vph) 0 5 1268 1 1 1491Pedestrians 10 10 10Lane Width (ft) 9.0 10.0 10.0Walking Speed (ft/s) 4.0 4.0 4.0Percent Blockage 1 1 1Right turn flare (veh)Median type TWLTL TWLTLMedian storage veh) 2 2Upstream signal (ft) 890 340pX, platoon unblocked 0.91 0.85 0.85vC, conflicting volume 1788 655 1280vC1, stage 1 conf vol 1279vC2, stage 2 conf vol 509vCu, unblocked vol 670 252 984tC, single (s) 6.8 6.9 4.1tC, 2 stage (s) 5.8tF (s) 3.5 3.3 2.2p0 queue free % 100 99 100cM capacity (veh/h) 269 630 592

Direction, Lane # WB 1 NB 1 NB 2 SB 1 SB 2 SB 3 SB 4Volume Total 5 846 424 1 497 497 497Volume Left 0 0 0 1 0 0 0Volume Right 5 0 1 0 0 0 0cSH 630 1700 1700 592 1700 1700 1700Volume to Capacity 0.01 0.50 0.25 0.00 0.29 0.29 0.29Queue Length 95th (ft) 1 0 0 0 0 0 0Control Delay (s) 10.8 0.0 0.0 11.1 0.0 0.0 0.0Lane LOS B BApproach Delay (s) 10.8 0.0 0.0Approach LOS B







HCM Signalized Intersection Capacity Analysis10: WB 6th Ave Ramp & Federal 10/28/2008


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 0 0 0 152 43 36 271 1163 0 0 1190 139Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800Lane Width 10 10 10 9 9 9 9 9 9 10 10 10Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 5.0 4.0Lane Util. Factor 0.95 0.95 1.00 1.00 0.95 0.91 1.00Frpb, ped/bikes 1.00 1.00 0.96 1.00 1.00 1.00 0.98Flpb, ped/bikes 0.98 0.99 1.00 1.00 1.00 1.00 1.00Frt 1.00 1.00 0.85 1.00 1.00 1.00 0.85Flt Protected 0.95 0.97 1.00 0.95 1.00 1.00 1.00Satd. Flow (prot) 1379 1424 1242 1479 2896 4327 1351Flt Permitted 0.95 0.97 1.00 0.18 1.00 1.00 1.00Satd. Flow (perm) 1379 1424 1242 278 2896 4327 1351Peak-hour factor, PHF 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91Adj. Flow (vph) 0 0 0 167 47 40 298 1278 0 0 1308 153RTOR Reduction (vph) 0 0 0 0 0 35 0 0 0 0 0 0Lane Group Flow (vph) 0 0 0 105 109 5 298 1278 0 0 1308 153Confl. Peds. (#/hr) 10 10 10 10 10 10 10 10Confl. Bikes (#/hr) 5 5 5 5Heavy Vehicles (%) 2% 2% 2% 4% 4% 4% 4% 5% 2% 2% 6% 4%Bus Blockages (#/hr) 0 0 0 0 0 6 0 6 0 0 0 0Turn Type Perm Perm pm+pt FreeProtected Phases 4 1 6 2Permitted Phases 4 4 6 FreeActuated Green, G (s) 12.9 12.9 12.9 77.1 77.1 66.1 100.0Effective Green, g (s) 12.9 12.9 12.9 77.1 77.1 66.1 100.0Actuated g/C Ratio 0.13 0.13 0.13 0.77 0.77 0.66 1.00Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 178 184 160 286 2233 2860 1351v/s Ratio Prot c0.06 0.44 0.30v/s Ratio Perm 0.08 0.08 0.00 c0.74 0.11v/c Ratio 0.59 0.59 0.03 1.04 0.57 0.46 0.11Uniform Delay, d1 41.1 41.1 38.1 15.3 4.7 8.2 0.0Progression Factor 1.00 1.00 1.00 0.88 0.55 0.46 1.00Incremental Delay, d2 4.9 5.0 0.1 58.6 0.8 0.5 0.2Delay (s) 46.0 46.1 38.2 72.0 3.4 4.3 0.2Level of Service D D D E A A AApproach Delay (s) 0.0 44.8 16.4 3.8Approach LOS A D B A

Intersection SummaryHCM Average Control Delay 13.0 HCM Level of Service BHCM Volume to Capacity ratio 0.95Actuated Cycle Length (s) 100.0 Sum of lost time (s) 10.0Intersection Capacity Utilization 60.4% ICU Level of Service BAnalysis Period (min) 15c Critical Lane Group

HCM Signalized Intersection Capacity Analysis11: EB 6th Ave Ramp & Federal 10/28/2008


Movement EBL EBR NBL NBT SBT SBRLane ConfigurationsVolume (vph) 227 147 0 1219 1276 0Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800Lane Width 12 12 10 10 9 9Total Lost time (s) 5.0 5.0 5.0Lane Util. Factor 0.97 0.95 0.91Frpb, ped/bikes 0.99 1.00 1.00Flpb, ped/bikes 1.00 1.00 1.00Frt 0.94 1.00 1.00Flt Protected 0.97 1.00 1.00Satd. Flow (prot) 3022 3004 4172Flt Permitted 0.97 1.00 1.00Satd. Flow (perm) 3022 3004 4172Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90Adj. Flow (vph) 252 163 0 1354 1418 0RTOR Reduction (vph) 59 0 0 0 0 0Lane Group Flow (vph) 356 0 0 1354 1418 0Confl. Peds. (#/hr) 10 10 10 10Confl. Bikes (#/hr) 5 5Heavy Vehicles (%) 4% 4% 2% 5% 6% 2%Bus Blockages (#/hr) 0 0 0 6 0 0Turn TypeProtected Phases 4 2 2Permitted PhasesActuated Green, G (s) 16.4 73.6 73.6Effective Green, g (s) 16.4 73.6 73.6Actuated g/C Ratio 0.16 0.74 0.74Clearance Time (s) 5.0 5.0 5.0Vehicle Extension (s) 3.0 3.0 3.0Lane Grp Cap (vph) 496 2211 3071v/s Ratio Prot c0.12 c0.45 0.34v/s Ratio Permv/c Ratio 0.72 0.61 0.46Uniform Delay, d1 39.6 6.3 5.3Progression Factor 1.00 1.00 0.53Incremental Delay, d2 4.9 1.3 0.5Delay (s) 44.6 7.6 3.2Level of Service D A AApproach Delay (s) 44.6 7.6 3.2Approach LOS D A A



K:\08171\Transportation\Synchro\Existing_PM.syn Synchro 7 - ReportFelsburg Holt & Ullevig Page 1

Movement WBL WBR NBT NBR SBL SBTLane ConfigurationsVolume (vph) 56 106 1795 38 47 1813Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800Lane Width 11 11 10 10 9 10Total Lost time (s) 5.0 5.0 5.0 5.0 5.0Lane Util. Factor 1.00 0.95 1.00 1.00 0.91Frpb, ped/bikes 0.98 1.00 0.96 1.00 1.00Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00Frt 0.91 1.00 0.85 1.00 1.00Flt Protected 0.98 1.00 1.00 0.95 1.00Satd. Flow (prot) 1491 3040 1338 1509 4269Flt Permitted 0.98 1.00 1.00 0.07 1.00Satd. Flow (perm) 1491 3040 1338 117 4269Peak-hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94Adj. Flow (vph) 60 113 1910 40 50 1929RTOR Reduction (vph) 22 0 0 0 0 0Lane Group Flow (vph) 151 0 1910 40 50 1929Confl. Peds. (#/hr) 10 10 10 10Confl. Bikes (#/hr) 5 5Heavy Vehicles (%) 2% 2% 5% 2% 2% 6%Bus Blockages (#/hr) 0 0 0 0 0 10Turn Type pm+ov PermProtected Phases 4 2 4 2Permitted Phases 2 2Actuated Green, G (s) 14.8 75.2 90.0 75.2 75.2Effective Green, g (s) 14.8 75.2 90.0 75.2 75.2Actuated g/C Ratio 0.15 0.75 0.90 0.75 0.75Clearance Time (s) 5.0 5.0 5.0 5.0 5.0Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 221 2286 1338 88 3210v/s Ratio Prot c0.10 c0.63 0.00 0.45v/s Ratio Perm 0.03 0.43v/c Ratio 0.68 0.84 0.03 0.57 0.60Uniform Delay, d1 40.4 8.3 0.5 5.4 5.6Progression Factor 1.00 1.59 1.17 1.00 1.00Incremental Delay, d2 8.4 2.8 0.0 24.0 0.8Delay (s) 48.8 15.9 0.6 29.3 6.5Level of Service D B A C AApproach Delay (s) 48.8 15.6 7.0Approach LOS D B A

Intersection SummaryHCM Average Control Delay 12.9 HCM Level of Service BHCM Volume to Capacity ratio 0.81Actuated Cycle Length (s) 100.0 Sum of lost time (s) 10.0Intersection Capacity Utilization 72.2% ICU Level of Service CAnalysis Period (min) 15c Critical Lane Group




Direction, Lane # EB 1 NB 1 NB 2 NB 3 NB 4 SB 1 SB 2 SB 3Volume Total 52 44 655 655 655 792 792 427Volume Left 17 44 0 0 0 0 0 0Volume Right 34 0 0 0 0 0 0 31cSH 314 379 1700 1700 1700 1700 1700 1700Volume to Capacity 0.16 0.12 0.39 0.39 0.39 0.47 0.47 0.25Queue Length 95th (ft) 14 10 0 0 0 0 0 0Control Delay (s) 18.7 15.7 0.0 0.0 0.0 0.0 0.0 0.0Lane LOS C CApproach Delay (s) 18.7 0.3 0.0Approach LOS C





Direction, Lane # WB 1 NB 1 NB 2 NB 3 SB 1 SB 2 SB 3 SB 4Volume Total 145 731 731 384 17 654 654 654Volume Left 6 0 0 0 17 0 0 0Volume Right 138 0 0 19 0 0 0 0cSH 366 1700 1700 1700 320 1700 1700 1700Volume to Capacity 0.40 0.43 0.43 0.23 0.05 0.38 0.38 0.38Queue Length 95th (ft) 46 0 0 0 4 0 0 0Control Delay (s) 21.1 0.0 0.0 0.0 16.9 0.0 0.0 0.0Lane LOS C CApproach Delay (s) 21.1 0.0 0.1Approach LOS C

Intersection SummaryAverage Delay 0.8Intersection Capacity Utilization 55.1% ICU Level of Service BAnalysis Period (min) 15



Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 92 31 70 99 81 31 74 1573 36 25 1685 110Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800Lane Width 12 12 12 12 12 12 9 10 10 9 10 10Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 5.0Lane Util. Factor 1.00 1.00 1.00 0.95 1.00 0.91Frpb, ped/bikes 0.99 0.99 1.00 1.00 1.00 1.00Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00Frt 0.95 0.98 1.00 1.00 1.00 0.99Flt Protected 0.98 0.98 0.95 1.00 0.95 1.00Satd. Flow (prot) 1598 1653 1478 2978 1480 4221Flt Permitted 0.70 0.72 0.09 1.00 0.10 1.00Satd. Flow (perm) 1153 1224 139 2978 150 4221Peak-hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97Adj. Flow (vph) 95 32 72 102 84 32 76 1622 37 26 1737 113RTOR Reduction (vph) 0 21 0 0 6 0 0 2 0 0 6 0Lane Group Flow (vph) 0 178 0 0 212 0 76 1657 0 26 1844 0Confl. Peds. (#/hr) 10 10 10 10 10 10 10 10Confl. Bikes (#/hr) 5 5 5 5Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 4% 5% 4% 4% 6% 4%Bus Blockages (#/hr) 0 2 0 0 3 0 0 8 8 0 10 10Turn Type Perm Perm Perm PermProtected Phases 4 4 2 2Permitted Phases 4 4 2 2Actuated Green, G (s) 20.9 20.9 69.1 69.1 69.1 69.1Effective Green, g (s) 20.9 20.9 69.1 69.1 69.1 69.1Actuated g/C Ratio 0.21 0.21 0.69 0.69 0.69 0.69Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 241 256 96 2058 104 2917v/s Ratio Prot c0.56 0.44v/s Ratio Perm 0.15 c0.17 0.55 0.17v/c Ratio 0.74 0.83 0.79 0.81 0.25 0.63Uniform Delay, d1 37.0 37.8 10.5 10.8 5.8 8.5Progression Factor 1.00 1.00 0.92 0.88 1.49 1.76Incremental Delay, d2 11.1 19.2 28.9 1.9 4.7 0.9Delay (s) 48.1 57.0 38.6 11.4 13.3 15.8Level of Service D E D B B BApproach Delay (s) 48.1 57.0 12.6 15.8Approach LOS D E B B

Intersection SummaryHCM Average Control Delay 18.2 HCM Level of Service BHCM Volume to Capacity ratio 0.81Actuated Cycle Length (s) 100.0 Sum of lost time (s) 10.0Intersection Capacity Utilization 78.5% ICU Level of Service DAnalysis Period (min) 15c Critical Lane Group




Direction, Lane # EB 1 WB 1 NB 1 NB 2 NB 3 SB 1 SB 2 SB 3 SB 4Volume Total 27 49 21 1112 589 14 724 724 375Volume Left 4 13 21 0 0 14 0 0 0Volume Right 21 36 0 0 33 0 0 0 13cSH 443 440 471 1700 1700 499 1700 1700 1700Volume to Capacity 0.06 0.11 0.05 0.65 0.35 0.03 0.43 0.43 0.22Queue Length 95th (ft) 5 9 4 0 0 2 0 0 0Control Delay (s) 13.6 14.2 13.0 0.0 0.0 12.4 0.0 0.0 0.0Lane LOS B B B BApproach Delay (s) 13.6 14.2 0.2 0.1Approach LOS B B




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 53 70 41 449 436 156 45 1462 80 30 1564 105Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800Lane Width 10 10 10 10 10 10 9 10 10 9 10 10Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0Lane Util. Factor 1.00 0.95 0.97 0.95 1.00 0.95 1.00 0.91Frpb, ped/bikes 1.00 0.99 1.00 0.99 1.00 1.00 1.00 1.00Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 0.94 1.00 0.96 1.00 0.99 1.00 0.99Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00Satd. Flow (prot) 1565 2915 3036 2978 1480 2977 1480 4248Flt Permitted 0.95 1.00 0.95 1.00 0.09 1.00 0.08 1.00Satd. Flow (perm) 1565 2915 3036 2978 146 2977 124 4248Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 54 71 42 458 445 159 46 1492 82 31 1596 107RTOR Reduction (vph) 0 18 0 0 36 0 0 4 0 0 7 0Lane Group Flow (vph) 54 95 0 458 568 0 46 1570 0 31 1696 0Confl. Peds. (#/hr) 10 10 10 10 10 10 10 10Confl. Bikes (#/hr) 5 5 5 5Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 4% 5% 4% 4% 6% 4%Bus Blockages (#/hr) 0 0 0 0 0 0 0 6 6 0 6 6Turn Type Prot Prot Perm PermProtected Phases 3 8 7 4 6 2Permitted Phases 6 2Actuated Green, G (s) 5.6 18.8 7.0 20.2 59.2 59.2 59.2 59.2Effective Green, g (s) 5.6 18.8 7.0 20.2 59.2 59.2 59.2 59.2Actuated g/C Ratio 0.06 0.19 0.07 0.20 0.59 0.59 0.59 0.59Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 88 548 213 602 86 1762 73 2515v/s Ratio Prot 0.03 0.03 c0.15 c0.19 c0.53 0.40v/s Ratio Perm 0.31 0.25v/c Ratio 0.61 0.17 2.15 0.94 0.53 0.89 0.42 0.67Uniform Delay, d1 46.1 34.1 46.5 39.3 12.2 17.6 11.1 13.9Progression Factor 1.00 1.00 1.00 1.00 1.48 1.61 0.62 0.52Incremental Delay, d2 12.0 0.2 532.9 23.5 16.7 5.6 13.5 1.1Delay (s) 58.2 34.2 579.4 62.8 34.7 34.0 20.4 8.3Level of Service E C F E C C C AApproach Delay (s) 42.0 285.6 34.1 8.5Approach LOS D F C A

Intersection SummaryHCM Average Control Delay 83.0 HCM Level of Service FHCM Volume to Capacity ratio 0.97Actuated Cycle Length (s) 100.0 Sum of lost time (s) 10.0Intersection Capacity Utilization 79.5% ICU Level of Service DAnalysis Period (min) 15c Critical Lane Group













Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 0 0 0 289 181 114 211 1434 0 0 1733 374Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800Lane Width 10 10 10 9 9 9 9 9 9 10 10 10Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 5.0 4.0Lane Util. Factor 0.95 0.95 1.00 1.00 0.95 0.91 1.00Frpb, ped/bikes 1.00 1.00 0.96 1.00 1.00 1.00 0.98Flpb, ped/bikes 0.98 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 1.00 0.85 1.00 1.00 1.00 0.85Flt Protected 0.95 0.99 1.00 0.95 1.00 1.00 1.00Satd. Flow (prot) 1379 1456 1246 1480 2896 4327 1351Flt Permitted 0.95 0.99 1.00 0.09 1.00 1.00 1.00Satd. Flow (perm) 1379 1456 1246 137 2896 4327 1351Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 0 0 0 295 185 116 215 1463 0 0 1768 382RTOR Reduction (vph) 0 0 0 0 0 50 0 0 0 0 0 0Lane Group Flow (vph) 0 0 0 236 244 66 215 1463 0 0 1768 382Confl. Peds. (#/hr) 10 10 10 10 10 10 10 10Confl. Bikes (#/hr) 5 5 5 5Heavy Vehicles (%) 2% 2% 2% 4% 4% 4% 4% 5% 2% 2% 6% 4%Bus Blockages (#/hr) 0 0 0 0 0 6 0 6 0 0 0 0Turn Type Perm Perm pm+pt FreeProtected Phases 4 1 6 2Permitted Phases 4 4 6 FreeActuated Green, G (s) 19.7 19.7 19.7 70.3 70.3 59.3 100.0Effective Green, g (s) 19.7 19.7 19.7 70.3 70.3 59.3 100.0Actuated g/C Ratio 0.20 0.20 0.20 0.70 0.70 0.59 1.00Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 272 287 245 177 2036 2566 1351v/s Ratio Prot c0.07 0.51 0.41v/s Ratio Perm c0.17 0.17 0.05 c0.78 0.28v/c Ratio 0.87 0.85 0.27 1.21 0.72 0.69 0.28Uniform Delay, d1 38.9 38.7 34.1 23.9 8.9 14.0 0.0Progression Factor 1.00 1.00 1.00 0.82 0.47 0.39 1.00Incremental Delay, d2 24.0 20.7 0.6 127.5 1.6 0.5 0.2Delay (s) 62.9 59.4 34.7 147.1 5.8 6.0 0.2Level of Service E E C F A A AApproach Delay (s) 0.0 56.0 23.9 4.9Approach LOS A E C A




Movement EBL EBR NBL NBT SBT SBRLane ConfigurationsVolume (vph) 176 250 0 1447 2013 0Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800Lane Width 12 12 10 10 9 9Total Lost time (s) 5.0 5.0 5.0Lane Util. Factor 0.97 0.95 0.91Frpb, ped/bikes 0.98 1.00 1.00Flpb, ped/bikes 1.00 1.00 1.00Frt 0.91 1.00 1.00Flt Protected 0.98 1.00 1.00Satd. Flow (prot) 2936 3004 4172Flt Permitted 0.98 1.00 1.00Satd. Flow (perm) 2936 3004 4172Peak-hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97Adj. Flow (vph) 181 258 0 1492 2075 0RTOR Reduction (vph) 15 0 0 0 0 0Lane Group Flow (vph) 424 0 0 1492 2075 0Confl. Peds. (#/hr) 10 10 10 10Confl. Bikes (#/hr) 5 5Heavy Vehicles (%) 4% 4% 2% 5% 6% 2%Bus Blockages (#/hr) 0 0 0 6 0 0Turn TypeProtected Phases 4 2 2Permitted PhasesActuated Green, G (s) 18.2 71.8 71.8Effective Green, g (s) 18.2 71.8 71.8Actuated g/C Ratio 0.18 0.72 0.72Clearance Time (s) 5.0 5.0 5.0Vehicle Extension (s) 3.0 3.0 3.0Lane Grp Cap (vph) 534 2157 2995v/s Ratio Prot c0.14 0.50 c0.50v/s Ratio Permv/c Ratio 0.92dr 0.69 0.69Uniform Delay, d1 39.1 7.9 7.9Progression Factor 1.00 1.00 0.67Incremental Delay, d2 8.0 1.8 0.9Delay (s) 47.1 9.7 6.3Level of Service D A AApproach Delay (s) 47.1 9.7 6.3Approach LOS D A A

Intersection SummaryHCM Average Control Delay 12.0 HCM Level of Service BHCM Volume to Capacity ratio 0.71Actuated Cycle Length (s) 100.0 Sum of lost time (s) 10.0Intersection Capacity Utilization 73.7% ICU Level of Service DAnalysis Period (min) 15dr Defacto Right Lane. Recode with 1 though lane as a right lane.c Critical Lane Group

FFEELLSSBBUURRGG HHOOLLTT && UULLLLEEVVIIGG Appendix C

Traffic Report

Appendix C

Year 2035 No-Action System Alternative Level of Service Worksheets


K:\08171\Transportation\Traffic Study\Synchro\2035_AM.syn Synchro 7 - ReportFelsburg Holt & Ullevig Page 1

Movement WBL WBR NBT NBR SBL SBTLane ConfigurationsVolume (vph) 11 43 1586 68 193 1944Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800Lane Width 11 11 10 10 9 10Total Lost time (s) 5.0 5.0 5.0 5.0 5.0Lane Util. Factor 1.00 0.95 1.00 1.00 0.91Frpb, ped/bikes 0.96 1.00 0.95 1.00 1.00Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00Frt 0.89 1.00 0.85 1.00 1.00Flt Protected 0.99 1.00 1.00 0.95 1.00Satd. Flow (prot) 1448 3040 1326 1506 4275Flt Permitted 0.99 1.00 1.00 0.13 1.00Satd. Flow (perm) 1448 3040 1326 207 4275Peak-hour factor, PHF 0.96 0.96 0.96 0.96 0.96 0.96Adj. Flow (vph) 11 45 1652 71 201 2025RTOR Reduction (vph) 42 0 0 11 0 0Lane Group Flow (vph) 14 0 1652 60 201 2025Confl. Peds. (#/hr) 10 10 10 10Confl. Bikes (#/hr) 5 5Heavy Vehicles (%) 2% 2% 5% 2% 2% 6%Bus Blockages (#/hr) 0 0 0 0 0 9Turn Type Perm PermProtected Phases 4 2 2Permitted Phases 2 2Actuated Green, G (s) 6.0 84.0 84.0 84.0 84.0Effective Green, g (s) 6.0 84.0 84.0 84.0 84.0Actuated g/C Ratio 0.06 0.84 0.84 0.84 0.84Clearance Time (s) 5.0 5.0 5.0 5.0 5.0Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 87 2554 1114 174 3591v/s Ratio Prot c0.01 0.54 0.47v/s Ratio Perm 0.04 c0.97v/c Ratio 0.16 0.65 0.05 1.16 0.56Uniform Delay, d1 44.6 2.8 1.3 8.0 2.4Progression Factor 1.00 0.09 0.00 1.00 1.00Incremental Delay, d2 0.8 0.4 0.0 116.1 0.6Delay (s) 45.5 0.7 0.0 124.1 3.1Level of Service D A A F AApproach Delay (s) 45.5 0.7 14.0Approach LOS D A B

Intersection SummaryHCM Average Control Delay 8.7 HCM Level of Service AHCM Volume to Capacity ratio 1.09Actuated Cycle Length (s) 100.0 Sum of lost time (s) 10.0Intersection Capacity Utilization 76.9% ICU Level of Service DAnalysis Period (min) 15c Critical Lane Group




Direction, Lane # EB 1 NB 1 NB 2 NB 3 NB 4 SB 1 SB 2 SB 3Volume Total 41 20 587 587 587 869 869 444Volume Left 18 20 0 0 0 0 0 0Volume Right 23 0 0 0 0 0 0 9cSH 184 283 1700 1700 1700 1700 1700 1700Volume to Capacity 0.22 0.07 0.35 0.35 0.35 0.51 0.51 0.26Queue Length 95th (ft) 20 6 0 0 0 0 0 0Control Delay (s) 30.0 18.7 0.0 0.0 0.0 0.0 0.0 0.0Lane LOS D CApproach Delay (s) 30.0 0.2 0.0Approach LOS D





Direction, Lane # WB 1 NB 1 NB 2 NB 3 SB 1 SB 2 SB 3 SB 4Volume Total 44 657 657 582 206 601 601 601Volume Left 5 0 0 0 206 0 0 0Volume Right 39 0 0 254 0 0 0 0cSH 268 1700 1700 1700 305 1700 1700 1700Volume to Capacity 0.17 0.39 0.39 0.34 0.68 0.35 0.35 0.35Queue Length 95th (ft) 15 0 0 0 114 0 0 0Control Delay (s) 21.1 0.0 0.0 0.0 38.1 0.0 0.0 0.0Lane LOS C EApproach Delay (s) 21.1 0.0 3.9Approach LOS C

Intersection SummaryAverage Delay 2.2Intersection Capacity Utilization 66.5% ICU Level of Service CAnalysis Period (min) 15



Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 154 96 63 37 24 32 81 1751 74 34 1707 35Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800Lane Width 12 12 12 12 12 12 9 10 10 9 10 10Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 5.0Lane Util. Factor 1.00 1.00 1.00 0.95 1.00 0.91Frpb, ped/bikes 0.99 0.99 1.00 1.00 1.00 1.00Flpb, ped/bikes 0.99 1.00 1.00 1.00 1.00 1.00Frt 0.97 0.95 1.00 0.99 1.00 1.00Flt Protected 0.98 0.98 0.95 1.00 0.95 1.00Satd. Flow (prot) 1625 1606 1480 2950 1480 4265Flt Permitted 0.80 0.77 0.07 1.00 0.07 1.00Satd. Flow (perm) 1334 1262 115 2950 115 4265Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95Adj. Flow (vph) 162 101 66 39 25 34 85 1843 78 36 1797 37RTOR Reduction (vph) 0 9 0 0 20 0 0 3 0 0 2 0Lane Group Flow (vph) 0 320 0 0 79 0 85 1918 0 36 1832 0Confl. Peds. (#/hr) 10 10 10 10 10 10 10 10Confl. Bikes (#/hr) 5 5 5 5Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 4% 5% 4% 4% 6% 4%Bus Blockages (#/hr) 4 4 4 3 3 3 0 11 11 0 8 8Turn Type Perm Perm pm+pt pm+ptProtected Phases 4 4 5 2 1 6Permitted Phases 4 4 2 6Actuated Green, G (s) 22.0 22.0 60.6 60.6 56.5 56.5Effective Green, g (s) 22.0 22.0 60.6 60.6 56.5 56.5Actuated g/C Ratio 0.22 0.22 0.61 0.61 0.56 0.56Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 293 278 158 1788 98 2410v/s Ratio Prot 0.03 c0.65 0.01 c0.43v/s Ratio Perm c0.24 0.06 0.29 0.20v/c Ratio 1.09 0.28 0.54 1.07 0.37 0.76Uniform Delay, d1 39.0 32.4 13.7 19.7 34.0 16.6Progression Factor 1.00 1.00 1.40 0.50 0.85 0.86Incremental Delay, d2 79.1 0.6 0.3 34.1 2.1 2.1Delay (s) 118.1 33.0 19.5 43.9 31.1 16.3Level of Service F C B D C BApproach Delay (s) 118.1 33.0 42.9 16.6Approach LOS F C D B

Intersection SummaryHCM Average Control Delay 37.0 HCM Level of Service DHCM Volume to Capacity ratio 1.03Actuated Cycle Length (s) 100.0 Sum of lost time (s) 10.0Intersection Capacity Utilization 94.7% ICU Level of Service FAnalysis Period (min) 15c Critical Lane Group




Direction, Lane # EB 1 WB 1 NB 1 NB 2 NB 3 SB 1 SB 2 SB 3 SB 4Volume Total 68 22 21 1299 711 30 775 775 398Volume Left 3 4 21 0 0 30 0 0 0Volume Right 60 17 0 0 62 0 0 0 11cSH 430 479 541 1700 1700 310 1700 1700 1700Volume to Capacity 0.16 0.05 0.04 0.76 0.42 0.10 0.46 0.46 0.23Queue Length 95th (ft) 14 4 3 0 0 8 0 0 0Control Delay (s) 14.9 12.9 11.9 0.0 0.0 17.8 0.0 0.0 0.0Lane LOS B B B CApproach Delay (s) 14.9 12.9 0.1 0.3Approach LOS B B




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 133 363 27 191 159 103 29 1549 280 117 1621 41Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800Lane Width 10 10 10 10 10 10 9 10 10 9 10 10Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0Lane Util. Factor 1.00 0.95 0.97 0.95 1.00 0.95 1.00 0.91Frpb, ped/bikes 1.00 1.00 1.00 0.98 1.00 1.00 1.00 1.00Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 0.99 1.00 0.94 1.00 0.98 1.00 1.00Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00Satd. Flow (prot) 1565 3088 3036 2899 1480 2924 1480 4275Flt Permitted 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00Satd. Flow (perm) 1565 3088 3036 2899 1480 2924 1480 4275Peak-hour factor, PHF 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93Adj. Flow (vph) 143 390 29 205 171 111 31 1666 301 126 1743 44RTOR Reduction (vph) 0 5 0 0 98 0 0 15 0 0 2 0Lane Group Flow (vph) 143 414 0 205 184 0 31 1952 0 126 1785 0Confl. Peds. (#/hr) 10 10 10 10 10 10 10 10Confl. Bikes (#/hr) 5 5 5 5Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 4% 5% 4% 4% 6% 4%Bus Blockages (#/hr) 0 0 0 0 0 0 0 6 6 0 6 6Turn Type Prot Prot Prot ProtProtected Phases 3 8 7 4 1 6 5 2Permitted PhasesActuated Green, G (s) 9.0 9.0 12.1 12.1 2.4 48.0 10.9 56.5Effective Green, g (s) 9.0 9.0 12.1 12.1 2.4 48.0 10.9 56.5Actuated g/C Ratio 0.09 0.09 0.12 0.12 0.02 0.48 0.11 0.56Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 141 278 367 351 36 1404 161 2415v/s Ratio Prot 0.09 c0.13 c0.07 0.06 0.02 c0.67 0.09 c0.42v/s Ratio Permv/c Ratio 1.01 1.49 0.56 0.53 0.86 1.39 0.78 0.74Uniform Delay, d1 45.5 45.5 41.4 41.3 48.6 26.0 43.4 16.2Progression Factor 1.00 1.00 1.00 1.00 1.09 1.15 0.90 0.87Incremental Delay, d2 79.6 237.6 1.8 1.4 54.0 177.7 15.9 1.5Delay (s) 125.1 283.1 43.3 42.7 107.0 207.5 54.7 15.6Level of Service F F D D F F D BApproach Delay (s) 242.9 42.9 205.9 18.2Approach LOS F D F B

Intersection SummaryHCM Average Control Delay 121.7 HCM Level of Service FHCM Volume to Capacity ratio 1.21Actuated Cycle Length (s) 100.0 Sum of lost time (s) 20.0Intersection Capacity Utilization 96.1% ICU Level of Service FAnalysis Period (min) 15c Critical Lane Group




Direction, Lane # WB 1 NB 1 NB 2 SB 1 SB 2 SB 3 SB 4Volume Total 9 1351 676 1 666 666 666Volume Left 1 0 0 1 0 0 0Volume Right 8 0 1 0 0 0 0cSH 482 1700 1700 360 1700 1700 1700Volume to Capacity 0.02 0.79 0.40 0.00 0.39 0.39 0.39Queue Length 95th (ft) 1 0 0 0 0 0 0Control Delay (s) 12.6 0.0 0.0 15.0 0.0 0.0 0.0Lane LOS B CApproach Delay (s) 12.6 0.0 0.0Approach LOS B






Intersection SummaryAverage Delay 0.5Intersection Capacity Utilization 75.7% ICU Level of Service DAnalysis Period (min) 15



Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 0 0 0 364 96 203 332 1708 0 0 1568 203Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800Lane Width 10 10 10 9 9 9 9 9 9 10 10 10Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 5.0 4.0Lane Util. Factor 0.95 0.95 1.00 0.97 0.95 0.81 1.00Frpb, ped/bikes 1.00 1.00 0.96 1.00 1.00 1.00 0.98Flpb, ped/bikes 0.98 0.99 1.00 1.00 1.00 1.00 1.00Frt 1.00 1.00 0.85 1.00 1.00 1.00 0.85Flt Protected 0.95 0.97 1.00 0.95 1.00 1.00 1.00Satd. Flow (prot) 1379 1421 1246 2871 2896 6419 1351Flt Permitted 0.95 0.97 1.00 0.95 1.00 1.00 1.00Satd. Flow (perm) 1379 1421 1246 2871 2896 6419 1351Peak-hour factor, PHF 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91Adj. Flow (vph) 0 0 0 400 105 223 365 1877 0 0 1723 223RTOR Reduction (vph) 0 0 0 0 0 21 0 0 0 0 0 0Lane Group Flow (vph) 0 0 0 248 257 202 365 1877 0 0 1723 223Confl. Peds. (#/hr) 10 10 10 10 10 10 10 10Confl. Bikes (#/hr) 5 5 5 5Heavy Vehicles (%) 2% 2% 2% 4% 4% 4% 4% 5% 2% 2% 6% 4%Bus Blockages (#/hr) 0 0 0 0 0 6 0 6 0 0 0 0Turn Type Perm Perm Prot FreeProtected Phases 4 1 6 2Permitted Phases 4 4 FreeActuated Green, G (s) 20.2 20.2 20.2 20.0 69.8 44.8 100.0Effective Green, g (s) 20.2 20.2 20.2 20.0 69.8 44.8 100.0Actuated g/C Ratio 0.20 0.20 0.20 0.20 0.70 0.45 1.00Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 279 287 252 574 2021 2876 1351v/s Ratio Prot 0.13 c0.65 0.27v/s Ratio Perm 0.18 0.18 0.16 0.17v/c Ratio 0.89 0.90 0.80 0.64 0.93 0.60 0.17Uniform Delay, d1 38.8 38.9 38.0 36.7 13.0 20.8 0.0Progression Factor 1.00 1.00 1.00 0.74 0.34 0.36 1.00Incremental Delay, d2 27.1 27.8 16.6 1.0 4.3 0.7 0.2Delay (s) 65.9 66.7 54.6 28.2 8.7 8.2 0.2Level of Service E E D C A A AApproach Delay (s) 0.0 62.7 11.9 7.3Approach LOS A E B A




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 289 5 193 0 0 0 0 1778 1033 171 1931 0Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800Lane Width 12 12 12 12 12 12 10 10 12 12 9 9Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 5.0Lane Util. Factor 0.95 0.95 1.00 0.86 0.97 0.91Frpb, ped/bikes 1.00 1.00 0.96 1.00 1.00 1.00Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 1.00 0.85 0.95 1.00 1.00Flt Protected 0.95 0.95 1.00 1.00 0.95 1.00Satd. Flow (prot) 1562 1569 1418 5229 3252 4172Flt Permitted 0.95 0.95 1.00 1.00 0.95 1.00Satd. Flow (perm) 1562 1569 1418 5229 3252 4172Peak-hour factor, PHF 0.90 0.93 0.90 0.93 0.93 0.93 0.90 0.90 0.93 0.93 0.90 0.90Adj. Flow (vph) 321 5 214 0 0 0 0 1976 1111 184 2146 0RTOR Reduction (vph) 0 0 13 0 0 0 0 99 0 0 0 0Lane Group Flow (vph) 164 162 201 0 0 0 0 2988 0 184 2146 0Confl. Peds. (#/hr) 10 10 10 10Confl. Bikes (#/hr) 5 5Heavy Vehicles (%) 4% 2% 4% 2% 2% 2% 2% 5% 2% 2% 6% 2%Bus Blockages (#/hr) 0 0 0 0 0 0 0 6 0 0 0 0Turn Type Split Perm ProtProtected Phases 4 4 2 1 6Permitted Phases 4Actuated Green, G (s) 17.7 17.7 17.7 59.9 7.4 72.3Effective Green, g (s) 17.7 17.7 17.7 59.9 7.4 72.3Actuated g/C Ratio 0.18 0.18 0.18 0.60 0.07 0.72Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 276 278 251 3132 241 3016v/s Ratio Prot 0.10 0.10 c0.57 0.06 c0.51v/s Ratio Perm c0.14v/c Ratio 0.59 0.58 0.80 1.19dr 0.76 0.71Uniform Delay, d1 37.8 37.8 39.5 18.8 45.4 7.9Progression Factor 1.00 1.00 1.00 1.00 1.25 0.36Incremental Delay, d2 3.4 3.1 16.5 8.5 11.1 1.2Delay (s) 41.3 40.9 56.0 27.2 67.7 4.0Level of Service D D E C E AApproach Delay (s) 47.0 0.0 27.2 9.0Approach LOS D A C A

Intersection SummaryHCM Average Control Delay 21.9 HCM Level of Service CHCM Volume to Capacity ratio 0.92Actuated Cycle Length (s) 100.0 Sum of lost time (s) 15.0Intersection Capacity Utilization 73.1% ICU Level of Service DAnalysis Period (min) 15dr Defacto Right Lane. Recode with 1 though lane as a right lane.c Critical Lane Group


K:\08171\Transportation\Traffic Study\Synchro\2035_PM.syn Synchro 7 - ReportFelsburg Holt & Ullevig Page 1

Movement WBL WBR NBT NBR SBL SBTLane ConfigurationsVolume (vph) 75 139 2259 51 62 2482Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800Lane Width 11 11 10 10 9 10Total Lost time (s) 5.0 5.0 5.0 5.0 5.0Lane Util. Factor 1.00 0.95 1.00 1.00 0.91Frpb, ped/bikes 0.98 1.00 0.95 1.00 1.00Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00Frt 0.91 1.00 0.85 1.00 1.00Flt Protected 0.98 1.00 1.00 0.95 1.00Satd. Flow (prot) 1493 3040 1326 1509 4275Flt Permitted 0.98 1.00 1.00 0.05 1.00Satd. Flow (perm) 1493 3040 1326 87 4275Peak-hour factor, PHF 0.96 0.96 0.96 0.96 0.96 0.96Adj. Flow (vph) 78 145 2353 53 65 2585RTOR Reduction (vph) 10 0 0 14 0 0Lane Group Flow (vph) 213 0 2353 39 65 2585Confl. Peds. (#/hr) 10 10 10 10Confl. Bikes (#/hr) 5 5Heavy Vehicles (%) 2% 2% 5% 2% 2% 6%Bus Blockages (#/hr) 0 0 0 0 0 9Turn Type Perm PermProtected Phases 4 2 2Permitted Phases 2 2Actuated Green, G (s) 16.8 73.2 73.2 73.2 73.2Effective Green, g (s) 16.8 73.2 73.2 73.2 73.2Actuated g/C Ratio 0.17 0.73 0.73 0.73 0.73Clearance Time (s) 5.0 5.0 5.0 5.0 5.0Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 251 2225 971 64 3129v/s Ratio Prot c0.14 c0.77 0.60v/s Ratio Perm 0.03 0.75v/c Ratio 0.85 1.06 0.04 1.02 0.83Uniform Delay, d1 40.4 13.4 3.7 13.4 9.1Progression Factor 1.00 0.81 2.09 1.00 1.00Incremental Delay, d2 22.5 29.2 0.0 116.9 2.6Delay (s) 62.9 40.1 7.8 130.3 11.7Level of Service E D A F BApproach Delay (s) 62.9 39.4 14.6Approach LOS E D B

Intersection SummaryHCM Average Control Delay 27.9 HCM Level of Service CHCM Volume to Capacity ratio 1.02Actuated Cycle Length (s) 100.0 Sum of lost time (s) 10.0Intersection Capacity Utilization 88.3% ICU Level of Service EAnalysis Period (min) 15c Critical Lane Group




Direction, Lane # EB 1 NB 1 NB 2 NB 3 NB 4 SB 1 SB 2 SB 3Volume Total 69 59 842 842 842 1107 1107 596Volume Left 23 59 0 0 0 0 0 0Volume Right 46 0 0 0 0 0 0 43cSH 189 228 1700 1700 1700 1700 1700 1700Volume to Capacity 0.37 0.26 0.50 0.50 0.50 0.65 0.65 0.35Queue Length 95th (ft) 39 25 0 0 0 0 0 0Control Delay (s) 34.7 26.2 0.0 0.0 0.0 0.0 0.0 0.0Lane LOS D DApproach Delay (s) 34.7 0.6 0.0Approach LOS D





Direction, Lane # WB 1 NB 1 NB 2 NB 3 SB 1 SB 2 SB 3 SB 4Volume Total 185 892 892 471 21 867 867 867Volume Left 8 0 0 0 21 0 0 0Volume Right 176 0 0 25 0 0 0 0cSH 281 1700 1700 1700 221 1700 1700 1700Volume to Capacity 0.66 0.52 0.52 0.28 0.09 0.51 0.51 0.51Queue Length 95th (ft) 106 0 0 0 8 0 0 0Control Delay (s) 39.3 0.0 0.0 0.0 23.0 0.0 0.0 0.0Lane LOS E CApproach Delay (s) 39.3 0.0 0.2Approach LOS E




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 129 37 88 137 94 47 155 2036 65 30 2333 130Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800Lane Width 12 12 12 12 12 12 9 10 10 9 10 10Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 5.0Lane Util. Factor 1.00 1.00 1.00 0.95 1.00 0.91Frpb, ped/bikes 0.99 0.99 1.00 1.00 1.00 1.00Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00Frt 0.95 0.98 1.00 1.00 1.00 0.99Flt Protected 0.98 0.98 0.95 1.00 0.95 1.00Satd. Flow (prot) 1589 1647 1480 2955 1480 4239Flt Permitted 0.67 0.69 0.07 1.00 0.06 1.00Satd. Flow (perm) 1092 1167 116 2955 100 4239Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95Adj. Flow (vph) 136 39 93 144 99 49 163 2143 68 32 2456 137RTOR Reduction (vph) 0 19 0 0 7 0 0 2 0 0 6 0Lane Group Flow (vph) 0 249 0 0 285 0 163 2209 0 32 2587 0Confl. Peds. (#/hr) 10 10 10 10 10 10 10 10Confl. Bikes (#/hr) 5 5 5 5Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 4% 5% 4% 4% 6% 4%Bus Blockages (#/hr) 4 4 4 3 3 3 0 11 11 0 8 8Turn Type Perm Perm pm+pt D.P+PProtected Phases 4 4 5 2 1 6Permitted Phases 4 4 2 2Actuated Green, G (s) 20.0 20.0 62.6 62.6 65.0 56.0Effective Green, g (s) 20.0 20.0 62.6 62.6 65.0 56.0Actuated g/C Ratio 0.20 0.20 0.63 0.63 0.65 0.56Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 218 233 195 1850 98 2374v/s Ratio Prot 0.08 c0.75 0.01 c0.61v/s Ratio Perm 0.23 c0.24 0.45 0.21v/c Ratio 1.14 1.22 0.84 1.19 0.33 1.09Uniform Delay, d1 40.0 40.0 35.5 18.7 23.8 22.0Progression Factor 1.00 1.00 1.23 1.46 1.00 0.71Incremental Delay, d2 104.3 132.2 3.0 87.8 1.2 45.5Delay (s) 144.3 172.2 46.8 115.0 25.1 61.1Level of Service F F D F C EApproach Delay (s) 144.3 172.2 110.3 60.6Approach LOS F F F E

Intersection SummaryHCM Average Control Delay 91.7 HCM Level of Service FHCM Volume to Capacity ratio 1.23Actuated Cycle Length (s) 100.0 Sum of lost time (s) 15.0Intersection Capacity Utilization 97.7% ICU Level of Service FAnalysis Period (min) 15c Critical Lane Group




Direction, Lane # EB 1 WB 1 NB 1 NB 2 NB 3 SB 1 SB 2 SB 3 SB 4Volume Total 36 68 30 1555 822 19 1096 1096 566Volume Left 5 18 30 0 0 19 0 0 0Volume Right 30 49 0 0 45 0 0 0 18cSH 383 466 371 1700 1700 173 1700 1700 1700Volume to Capacity 0.09 0.15 0.08 0.91 0.48 0.11 0.64 0.64 0.33Queue Length 95th (ft) 8 13 7 0 0 9 0 0 0Control Delay (s) 15.4 14.0 15.6 0.0 0.0 28.4 0.0 0.0 0.0Lane LOS C B C DApproach Delay (s) 15.4 14.0 0.2 0.2Approach LOS C B




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 70 92 55 596 573 205 60 1960 106 39 2298 139Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800Lane Width 10 10 10 10 10 10 9 10 10 9 10 10Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0Lane Util. Factor 1.00 0.95 0.97 0.95 1.00 0.95 1.00 0.91Frpb, ped/bikes 1.00 0.98 1.00 0.99 1.00 1.00 1.00 1.00Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 0.94 1.00 0.96 1.00 0.99 1.00 0.99Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00Satd. Flow (prot) 1565 2907 3036 2977 1480 2977 1480 4252Flt Permitted 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00Satd. Flow (perm) 1565 2907 3036 2977 1480 2977 1480 4252Peak-hour factor, PHF 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93Adj. Flow (vph) 75 99 59 641 616 220 65 2108 114 42 2471 149RTOR Reduction (vph) 0 16 0 0 35 0 0 4 0 0 7 0Lane Group Flow (vph) 75 142 0 641 801 0 65 2218 0 42 2613 0Confl. Peds. (#/hr) 10 10 10 10 10 10 10 10Confl. Bikes (#/hr) 5 5 5 5Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 4% 5% 4% 4% 6% 4%Bus Blockages (#/hr) 0 0 0 0 0 0 0 6 6 0 6 6Turn Type Prot Prot Prot ProtProtected Phases 3 8 7 4 1 6 5 2Permitted PhasesActuated Green, G (s) 7.1 8.5 15.5 16.9 1.0 55.0 1.0 55.0Effective Green, g (s) 7.1 8.5 15.5 16.9 1.0 55.0 1.0 55.0Actuated g/C Ratio 0.07 0.08 0.16 0.17 0.01 0.55 0.01 0.55Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 111 247 471 503 15 1637 15 2339v/s Ratio Prot 0.05 c0.05 0.21 c0.27 c0.04 c0.75 0.03 0.61v/s Ratio Permv/c Ratio 0.68 0.58 1.36 1.59 4.33 1.35 2.80 1.12Uniform Delay, d1 45.3 44.0 42.2 41.6 49.5 22.5 49.5 22.5Progression Factor 1.00 1.00 1.00 1.00 1.27 0.48 1.24 0.27Incremental Delay, d2 15.1 3.2 175.7 276.0 1513.9 160.1 826.5 53.4Delay (s) 60.4 47.3 218.0 317.5 1576.9 171.0 887.8 59.4Level of Service E D F F F F F EApproach Delay (s) 51.5 274.3 210.9 72.5Approach LOS D F F E

Intersection SummaryHCM Average Control Delay 164.1 HCM Level of Service FHCM Volume to Capacity ratio 1.30Actuated Cycle Length (s) 100.0 Sum of lost time (s) 15.0Intersection Capacity Utilization 101.3% ICU Level of Service GAnalysis Period (min) 15c Critical Lane Group









Direction, Lane # WB 1 NB 1 NB 2 SB 1 SB 2 SB 3 SB 4Volume Total 141 1467 762 27 1072 1072 1072Volume Left 40 0 0 27 0 0 0Volume Right 101 0 28 0 0 0 0cSH 481 1700 1700 244 1700 1700 1700Volume to Capacity 0.29 0.86 0.45 0.11 0.63 0.63 0.63Queue Length 95th (ft) 30 0 0 9 0 0 0Control Delay (s) 15.6 0.0 0.0 21.6 0.0 0.0 0.0Lane LOS C CApproach Delay (s) 15.6 0.0 0.2Approach LOS C




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 0 0 0 535 316 209 332 1885 0 0 2548 508Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800Lane Width 10 10 10 9 9 9 9 9 9 10 10 10Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 5.0 4.0Lane Util. Factor 0.95 0.95 1.00 0.97 0.95 0.81 1.00Frpb, ped/bikes 1.00 1.00 0.97 1.00 1.00 1.00 0.98Flpb, ped/bikes 0.98 0.99 1.00 1.00 1.00 1.00 1.00Frt 1.00 1.00 0.85 1.00 1.00 1.00 0.85Flt Protected 0.95 0.99 1.00 0.95 1.00 1.00 1.00Satd. Flow (prot) 1379 1453 1248 2871 2896 6419 1351Flt Permitted 0.95 0.99 1.00 0.95 1.00 1.00 1.00Satd. Flow (perm) 1379 1453 1248 2871 2896 6419 1351Peak-hour factor, PHF 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91Adj. Flow (vph) 0 0 0 588 347 230 365 2071 0 0 2800 558RTOR Reduction (vph) 0 0 0 0 0 7 0 0 0 0 0 0Lane Group Flow (vph) 0 0 0 459 476 223 365 2071 0 0 2800 558Confl. Peds. (#/hr) 10 10 10 10 10 10 10 10Confl. Bikes (#/hr) 5 5 5 5Heavy Vehicles (%) 2% 2% 2% 4% 4% 4% 4% 5% 2% 2% 6% 4%Bus Blockages (#/hr) 0 0 0 0 0 6 0 6 0 0 0 0Turn Type Perm Perm Prot FreeProtected Phases 4 1 6 2Permitted Phases 4 4 FreeActuated Green, G (s) 29.0 29.0 29.0 12.0 61.0 44.0 100.0Effective Green, g (s) 29.0 29.0 29.0 12.0 61.0 44.0 100.0Actuated g/C Ratio 0.29 0.29 0.29 0.12 0.61 0.44 1.00Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 400 421 362 345 1767 2824 1351v/s Ratio Prot 0.13 c0.72 0.44v/s Ratio Perm c0.33 0.33 0.18 0.41v/c Ratio 1.15 1.13 0.62 1.06 1.17 0.99 0.41Uniform Delay, d1 35.5 35.5 30.7 44.0 19.5 27.8 0.0Progression Factor 1.00 1.00 1.00 0.72 0.36 1.00 1.00Incremental Delay, d2 91.7 84.5 3.1 42.7 79.3 3.5 0.1Delay (s) 127.2 120.0 33.8 74.2 86.4 31.2 0.1Level of Service F F C E F C AApproach Delay (s) 0.0 105.8 84.6 26.0Approach LOS A F F C

Intersection SummaryHCM Average Control Delay 59.9 HCM Level of Service EHCM Volume to Capacity ratio 1.16Actuated Cycle Length (s) 100.0 Sum of lost time (s) 10.0Intersection Capacity Utilization 87.7% ICU Level of Service EAnalysis Period (min) 15c Critical Lane Group



Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 214 5 273 0 0 0 0 2029 910 214 2869 0Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800Lane Width 12 12 12 12 12 12 10 10 12 12 9 9Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 5.0Lane Util. Factor 0.95 0.95 1.00 0.86 0.97 0.91Frpb, ped/bikes 1.00 1.00 0.96 1.00 1.00 1.00Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 1.00 0.85 0.95 1.00 1.00Flt Protected 0.95 0.95 1.00 1.00 0.95 1.00Satd. Flow (prot) 1562 1570 1419 5268 3252 4172Flt Permitted 0.95 0.95 1.00 1.00 0.95 1.00Satd. Flow (perm) 1562 1570 1419 5268 3252 4172Peak-hour factor, PHF 0.90 0.93 0.90 0.93 0.93 0.93 0.90 0.90 0.93 0.93 0.90 0.90Adj. Flow (vph) 238 5 303 0 0 0 0 2254 978 230 3188 0RTOR Reduction (vph) 0 0 2 0 0 0 0 78 0 0 0 0Lane Group Flow (vph) 121 122 301 0 0 0 0 3154 0 230 3188 0Confl. Peds. (#/hr) 10 10 10 10Confl. Bikes (#/hr) 5 5Heavy Vehicles (%) 4% 2% 4% 2% 2% 2% 2% 5% 2% 2% 6% 2%Bus Blockages (#/hr) 0 0 0 0 0 0 0 6 0 0 0 0Turn Type Split Perm ProtProtected Phases 4 4 2 1 6Permitted Phases 4Actuated Green, G (s) 20.0 20.0 20.0 58.0 7.0 70.0Effective Green, g (s) 20.0 20.0 20.0 58.0 7.0 70.0Actuated g/C Ratio 0.20 0.20 0.20 0.58 0.07 0.70Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 312 314 284 3055 228 2920v/s Ratio Prot 0.08 0.08 0.60 0.07 c0.76v/s Ratio Perm c0.21v/c Ratio 0.39 0.39 1.06 1.11dr 1.01 1.09Uniform Delay, d1 34.7 34.7 40.0 21.0 46.5 15.0Progression Factor 1.00 1.00 1.00 1.00 1.22 0.75Incremental Delay, d2 0.8 0.8 70.5 25.4 20.0 42.0Delay (s) 35.5 35.5 110.5 46.4 76.8 53.2Level of Service D D F D E DApproach Delay (s) 77.1 0.0 46.4 54.8Approach LOS E A D D

Intersection SummaryHCM Average Control Delay 52.7 HCM Level of Service DHCM Volume to Capacity ratio 1.09Actuated Cycle Length (s) 100.0 Sum of lost time (s) 10.0Intersection Capacity Utilization 87.7% ICU Level of Service EAnalysis Period (min) 15dr Defacto Right Lane. Recode with 1 though lane as a right lane.c Critical Lane Group

FFEELLSSBBUURRGG HHOOLLTT && UULLLLEEVVIIGG Appendix D

Traffic Report

Appendix D

Year 2035 Build Out Scenario Level of Service Worksheets


K:\08171\Transportation\Traffic Study\Synchro\2035_Action_AM.syn Synchro 7 - ReportFelsburg Holt & Ullevig Page 1

Movement WBL WBR NBT NBR SBL SBTLane ConfigurationsVolume (vph) 16 43 1586 68 193 1944Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800Total Lost time (s) 5.0 5.0 5.0 5.0Lane Util. Factor 1.00 0.91 1.00 0.91Frpb, ped/bikes 0.97 1.00 1.00 1.00Flpb, ped/bikes 1.00 1.00 1.00 1.00Frt 0.90 0.99 1.00 1.00Flt Protected 0.99 1.00 0.95 1.00Satd. Flow (prot) 1465 4491 1621 4428Flt Permitted 0.99 1.00 0.10 1.00Satd. Flow (perm) 1465 4491 163 4428Peak-hour factor, PHF 0.96 0.96 0.96 0.96 0.96 0.96Adj. Flow (vph) 17 45 1652 71 201 2025RTOR Reduction (vph) 42 0 3 0 0 0Lane Group Flow (vph) 20 0 1720 0 201 2025Confl. Peds. (#/hr) 10 10 10 10Confl. Bikes (#/hr) 5 5Heavy Vehicles (%) 2% 2% 5% 2% 2% 6%Bus Blockages (#/hr) 0 0 0 0 0 9Turn Type pm+ptProtected Phases 4 2 1 6Permitted Phases 6Actuated Green, G (s) 6.2 66.6 83.8 83.8Effective Green, g (s) 6.2 66.6 83.8 83.8Actuated g/C Ratio 0.06 0.67 0.84 0.84Clearance Time (s) 5.0 5.0 5.0 5.0Vehicle Extension (s) 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 91 2991 314 3711v/s Ratio Prot c0.01 0.38 0.08 c0.46v/s Ratio Perm c0.46v/c Ratio 0.22 0.58 0.64 0.55Uniform Delay, d1 44.6 9.0 14.2 2.4Progression Factor 1.00 0.22 1.00 1.00Incremental Delay, d2 1.2 0.6 4.4 0.6Delay (s) 45.8 2.6 18.6 3.0Level of Service D A B AApproach Delay (s) 45.8 2.6 4.4Approach LOS D A A

Intersection SummaryHCM Average Control Delay 4.3 HCM Level of Service AHCM Volume to Capacity ratio 0.59Actuated Cycle Length (s) 100.0 Sum of lost time (s) 10.0Intersection Capacity Utilization 64.8% ICU Level of Service CAnalysis Period (min) 15c Critical Lane Group



Movement EBL EBR NBL NBT SBT SBRLane ConfigurationsVolume (veh/h) 0 21 18 1619 1983 8Sign Control Stop Free FreeGrade 0% 0% 0%Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91Hourly flow rate (vph) 0 23 20 1779 2179 9Pedestrians 10 10 10Lane Width (ft) 11.0 11.0 11.0Walking Speed (ft/s) 4.0 4.0 4.0Percent Blockage 1 1 1Right turn flare (veh)Median type None NoneMedian storage veh)Upstream signal (ft) 660 340pX, platoon unblocked 0.80 0.87 0.87vC, conflicting volume 2836 751 2198vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 1321 190 1854tC, single (s) 6.8 6.9 4.1tC, 2 stage (s)tF (s) 3.5 3.3 2.2p0 queue free % 100 97 93cM capacity (veh/h) 108 702 279

Direction, Lane # EB 1 NB 1 NB 2 NB 3 NB 4 SB 1 SB 2 SB 3Volume Total 23 20 593 593 593 872 872 445Volume Left 0 20 0 0 0 0 0 0Volume Right 23 0 0 0 0 0 0 9cSH 702 279 1700 1700 1700 1700 1700 1700Volume to Capacity 0.03 0.07 0.35 0.35 0.35 0.51 0.51 0.26Queue Length 95th (ft) 3 6 0 0 0 0 0 0Control Delay (s) 10.3 18.9 0.0 0.0 0.0 0.0 0.0 0.0Lane LOS B CApproach Delay (s) 10.3 0.2 0.0Approach LOS B




Movement WBL WBR NBT NBR SBL SBTLane ConfigurationsVolume (veh/h) 0 38 1609 246 200 1755Sign Control Stop Free FreeGrade 0% 0% 0%Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97Hourly flow rate (vph) 0 39 1659 254 206 1809Pedestrians 10 10 10Lane Width (ft) 11.0 11.0 11.0Walking Speed (ft/s) 4.0 4.0 4.0Percent Blockage 1 1 1Right turn flare (veh)Median type None NoneMedian storage veh)Upstream signal (ft) 330 670pX, platoon unblocked 0.70 0.66 0.66vC, conflicting volume 2821 700 1922vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 1467 0 624tC, single (s) 6.8 6.9 4.1tC, 2 stage (s)tF (s) 3.5 3.3 2.2p0 queue free % 100 94 67cM capacity (veh/h) 55 710 629





Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 170 96 63 37 24 32 81 1751 74 34 1707 35Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 5.0Lane Util. Factor 1.00 1.00 1.00 0.91 1.00 0.91Frpb, ped/bikes 0.99 0.99 1.00 1.00 1.00 1.00Flpb, ped/bikes 0.99 1.00 1.00 1.00 1.00 1.00Frt 0.97 0.95 1.00 0.99 1.00 1.00Flt Protected 0.97 0.98 0.95 1.00 0.95 1.00Satd. Flow (prot) 1571 1553 1589 4422 1589 4417Flt Permitted 0.80 0.80 0.08 1.00 0.08 1.00Satd. Flow (perm) 1287 1260 138 4422 138 4417Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95Adj. Flow (vph) 179 101 66 39 25 34 85 1843 78 36 1797 37RTOR Reduction (vph) 0 8 0 0 20 0 0 4 0 0 2 0Lane Group Flow (vph) 0 338 0 0 78 0 85 1917 0 36 1832 0Confl. Peds. (#/hr) 10 10 10 10 10 10 10 10Confl. Bikes (#/hr) 5 5 5 5Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 4% 5% 4% 4% 6% 4%Bus Blockages (#/hr) 4 4 4 3 3 3 0 11 11 0 8 8Turn Type Perm Perm pm+pt pm+ptProtected Phases 4 4 5 2 1 6Permitted Phases 4 4 2 6Actuated Green, G (s) 29.2 29.2 53.4 53.4 50.8 50.8Effective Green, g (s) 29.2 29.2 53.4 53.4 50.8 50.8Actuated g/C Ratio 0.29 0.29 0.53 0.53 0.51 0.51Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 376 368 146 2361 105 2244v/s Ratio Prot 0.03 c0.43 0.01 c0.41v/s Ratio Perm c0.26 0.06 0.28 0.17v/c Ratio 0.90 0.21 0.58 0.81 0.34 0.82Uniform Delay, d1 34.0 26.7 30.4 19.2 17.4 20.7Progression Factor 1.00 1.00 0.89 0.84 1.00 0.89Incremental Delay, d2 23.1 0.3 2.9 1.6 1.8 3.1Delay (s) 57.0 27.0 29.9 17.8 19.1 21.4Level of Service E C C B B CApproach Delay (s) 57.0 27.0 18.3 21.4Approach LOS E C B C

Intersection SummaryHCM Average Control Delay 22.9 HCM Level of Service CHCM Volume to Capacity ratio 0.82Actuated Cycle Length (s) 100.0 Sum of lost time (s) 10.0Intersection Capacity Utilization 79.5% ICU Level of Service DAnalysis Period (min) 15c Critical Lane Group



Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (veh/h) 3 5 56 4 1 16 20 1831 58 28 1821 10Sign Control Stop Stop Free FreeGrade 0% 0% 0% 0%Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94Hourly flow rate (vph) 3 5 60 4 1 17 21 1948 62 30 1937 11Pedestrians 10 10 10 10Lane Width (ft) 11.0 11.0 11.0 11.0Walking Speed (ft/s) 4.0 4.0 4.0 4.0Percent Blockage 1 1 1 1Right turn flare (veh)Median type None NoneMedian storage veh)Upstream signal (ft) 690 650pX, platoon unblocked 0.80 0.80 0.67 0.80 0.80 0.63 0.67 0.63vC, conflicting volume 2732 4074 671 2809 4049 700 1958 2020vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 0 1205 0 0 1173 0 733 581tC, single (s) 7.5 6.5 6.9 7.5 6.5 6.9 4.1 4.1tC, 2 stage (s)tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2p0 queue free % 100 96 92 99 99 97 96 95cM capacity (veh/h) 719 131 721 660 137 676 581 621

Direction, Lane # EB 1 WB 1 NB 1 NB 2 NB 3 NB 4 SB 1 SB 2 SB 3 SB 4Volume Total 68 22 21 779 779 451 30 775 775 398Volume Left 3 4 21 0 0 0 30 0 0 0Volume Right 60 17 0 0 0 62 0 0 0 11cSH 533 567 581 1700 1700 1700 621 1700 1700 1700Volume to Capacity 0.13 0.04 0.04 0.46 0.46 0.27 0.05 0.46 0.46 0.23Queue Length 95th (ft) 11 3 3 0 0 0 4 0 0 0Control Delay (s) 12.7 11.6 11.4 0.0 0.0 0.0 11.1 0.0 0.0 0.0Lane LOS B B B BApproach Delay (s) 12.7 11.6 0.1 0.2Approach LOS B B




Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBL SBTLane ConfigurationsVolume (vph) 133 363 27 191 159 103 9 29 1549 280 117 1621Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0Lane Util. Factor 1.00 0.95 0.97 0.95 1.00 0.91 1.00 0.91Frpb, ped/bikes 1.00 1.00 1.00 0.98 1.00 0.99 1.00 1.00Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 0.99 1.00 0.94 1.00 0.98 1.00 1.00Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00Satd. Flow (prot) 1621 3199 3144 3002 1597 4369 1589 4428Flt Permitted 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00Satd. Flow (perm) 1621 3199 3144 3002 1597 4369 1589 4428Peak-hour factor, PHF 0.93 0.93 0.93 0.93 0.93 0.93 0.92 0.93 0.93 0.93 0.93 0.93Adj. Flow (vph) 143 390 29 205 171 111 10 31 1666 301 126 1743RTOR Reduction (vph) 0 6 0 0 99 0 0 0 26 0 0 3Lane Group Flow (vph) 143 413 0 205 183 0 0 41 1941 0 126 1785Confl. Peds. (#/hr) 10 10 10 10 10 10 10 10Confl. Bikes (#/hr) 5 5 5Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 4% 5% 4% 4% 6%Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 6 6 0 6Turn Type Prot Prot Prot Prot ProtProtected Phases 3 8 7 4 1 1 6 5 2Permitted PhasesActuated Green, G (s) 15.8 16.1 10.9 11.2 3.0 43.1 9.9 50.0Effective Green, g (s) 15.8 16.1 10.9 11.2 3.0 43.1 9.9 50.0Actuated g/C Ratio 0.16 0.16 0.11 0.11 0.03 0.43 0.10 0.50Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 256 515 343 336 48 1883 157 2214v/s Ratio Prot c0.09 c0.13 0.07 0.06 0.03 c0.44 0.08 c0.40v/s Ratio Permv/c Ratio 0.56 0.80 0.60 0.55 0.85 1.03 0.80 0.81Uniform Delay, d1 38.9 40.4 42.5 42.0 48.3 28.4 44.1 20.9Progression Factor 1.00 1.00 1.00 1.00 0.88 1.00 0.67 0.44Incremental Delay, d2 2.6 8.8 2.8 1.8 66.4 27.1 17.8 2.2Delay (s) 41.5 49.2 45.3 43.8 108.9 55.6 47.4 11.5Level of Service D D D D F E D BApproach Delay (s) 47.2 44.4 56.7 13.9Approach LOS D D E B

Intersection SummaryHCM Average Control Delay 37.9 HCM Level of Service DHCM Volume to Capacity ratio 0.87Actuated Cycle Length (s) 100.0 Sum of lost time (s) 15.0Intersection Capacity Utilization 79.7% ICU Level of Service DAnalysis Period (min) 15c Critical Lane Group



Movement SBRLane ConfigurationsVolume (vph) 41Ideal Flow (vphpl) 1800Total Lost time (s)Lane Util. FactorFrpb, ped/bikesFlpb, ped/bikesFrtFlt ProtectedSatd. Flow (prot)Flt PermittedSatd. Flow (perm)Peak-hour factor, PHF 0.93Adj. Flow (vph) 44RTOR Reduction (vph) 0Lane Group Flow (vph) 0Confl. Peds. (#/hr) 10Confl. Bikes (#/hr) 5Heavy Vehicles (%) 4%Bus Blockages (#/hr) 6Turn TypeProtected PhasesPermitted PhasesActuated Green, G (s)Effective Green, g (s)Actuated g/C RatioClearance Time (s)Vehicle Extension (s)Lane Grp Cap (vph)v/s Ratio Protv/s Ratio Permv/c RatioUniform Delay, d1Progression FactorIncremental Delay, d2Delay (s)Level of ServiceApproach Delay (s)Approach LOS

Intersection Summary




Direction, Lane # WB 1 NB 1 NB 2 NB 3 SB 1 SB 2 SB 3Volume Total 9 814 814 409 670 670 670Volume Left 0 0 0 0 0 0 0Volume Right 9 0 0 2 0 0 0cSH 852 1700 1700 1700 1700 1700 1700Volume to Capacity 0.01 0.48 0.48 0.24 0.39 0.39 0.39Queue Length 95th (ft) 1 0 0 0 0 0 0Control Delay (s) 9.3 0.0 0.0 0.0 0.0 0.0 0.0Lane LOS AApproach Delay (s) 9.3 0.0 0.0Approach LOS A




Movement WBL WBR NBT NBR SBU SBL SBTLane ConfigurationsVolume (veh/h) 0 33 1845 40 1 74 1773Sign Control Stop Free FreeGrade 0% 0% 0%Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92Hourly flow rate (vph) 0 36 2005 43 0 80 1927Pedestrians 10 10 10Lane Width (ft) 11.0 11.0 11.0Walking Speed (ft/s) 4.0 4.0 4.0Percent Blockage 1 1 1Right turn flare (veh)Median type None NoneMedian storage veh)Upstream signal (ft) 570 660pX, platoon unblocked 0.80 0.78 0.00 0.78vC, conflicting volume 2850 710 0 2059vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 600 0 0 1372tC, single (s) 6.8 6.9 0.0 4.1tC, 2 stage (s)tF (s) 3.5 3.3 0.0 2.2p0 queue free % 100 96 0 79cM capacity (veh/h) 270 833 0 384

Direction, Lane # WB 1 NB 1 NB 2 NB 3 SB 1 SB 2 SB 3 SB 4Volume Total 36 802 802 445 80 642 642 642Volume Left 0 0 0 0 80 0 0 0Volume Right 36 0 0 43 0 0 0 0cSH 833 1700 1700 1700 384 1700 1700 1700Volume to Capacity 0.04 0.47 0.47 0.26 0.21 0.38 0.38 0.38Queue Length 95th (ft) 3 0 0 0 19 0 0 0Control Delay (s) 9.5 0.0 0.0 0.0 16.8 0.0 0.0 0.0Lane LOS A CApproach Delay (s) 9.5 0.0 0.7Approach LOS A




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 0 0 0 364 96 203 332 1708 0 0 1568 203Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 5.0 4.0Lane Util. Factor 0.95 0.95 1.00 0.97 0.91 0.81 1.00Frpb, ped/bikes 1.00 1.00 0.96 1.00 1.00 1.00 0.98Flpb, ped/bikes 0.98 0.99 1.00 1.00 1.00 1.00 1.00Frt 1.00 1.00 0.85 1.00 1.00 1.00 0.85Flt Protected 0.95 0.97 1.00 0.95 1.00 1.00 1.00Satd. Flow (prot) 1482 1527 1339 3083 4488 6648 1399Flt Permitted 0.95 0.97 1.00 0.95 1.00 1.00 1.00Satd. Flow (perm) 1482 1527 1339 3083 4488 6648 1399Peak-hour factor, PHF 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91Adj. Flow (vph) 0 0 0 400 105 223 365 1877 0 0 1723 223RTOR Reduction (vph) 0 0 0 0 0 12 0 0 0 0 0 0Lane Group Flow (vph) 0 0 0 248 257 211 365 1877 0 0 1723 223Confl. Peds. (#/hr) 10 10 10 10 10 10 10 10Confl. Bikes (#/hr) 5 5 5 5Heavy Vehicles (%) 2% 2% 2% 4% 4% 4% 4% 5% 2% 2% 6% 4%Bus Blockages (#/hr) 0 0 0 0 0 6 0 6 0 0 0 0Turn Type Perm Perm Prot FreeProtected Phases 4 1 6 2Permitted Phases 4 4 FreeActuated Green, G (s) 22.8 22.8 22.8 20.0 67.2 42.2 100.0Effective Green, g (s) 22.8 22.8 22.8 20.0 67.2 42.2 100.0Actuated g/C Ratio 0.23 0.23 0.23 0.20 0.67 0.42 1.00Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 338 348 305 617 3016 2805 1399v/s Ratio Prot 0.12 c0.42 0.26v/s Ratio Perm 0.17 0.17 0.16 0.16v/c Ratio 0.73 0.74 0.69 0.59 0.62 0.61 0.16Uniform Delay, d1 35.8 35.8 35.4 36.3 9.2 22.5 0.0Progression Factor 1.00 1.00 1.00 0.74 0.40 0.31 1.00Incremental Delay, d2 8.0 8.0 6.6 0.9 0.6 0.7 0.2Delay (s) 43.8 43.8 42.0 27.7 4.3 7.7 0.2Level of Service D D D C A A AApproach Delay (s) 0.0 43.2 8.1 6.8Approach LOS A D A A




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 289 5 193 0 0 0 0 1778 1033 171 1931 0Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 5.0Lane Util. Factor 0.95 0.95 1.00 0.81 0.97 0.91Frpb, ped/bikes 1.00 1.00 0.96 1.00 1.00 1.00Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 1.00 0.85 0.95 1.00 1.00Flt Protected 0.95 0.95 1.00 1.00 0.95 1.00Satd. Flow (prot) 1510 1517 1371 6384 3144 4481Flt Permitted 0.95 0.95 1.00 1.00 0.95 1.00Satd. Flow (perm) 1510 1517 1371 6384 3144 4481Peak-hour factor, PHF 0.90 0.93 0.90 0.93 0.93 0.93 0.90 0.90 0.93 0.93 0.90 0.90Adj. Flow (vph) 321 5 214 0 0 0 0 1976 1111 184 2146 0RTOR Reduction (vph) 0 0 11 0 0 0 0 94 0 0 0 0Lane Group Flow (vph) 164 162 203 0 0 0 0 2993 0 184 2146 0Confl. Peds. (#/hr) 10 10 10 10Confl. Bikes (#/hr) 5 5Heavy Vehicles (%) 4% 2% 4% 2% 2% 2% 2% 5% 2% 2% 6% 2%Bus Blockages (#/hr) 0 0 0 0 0 0 0 6 0 0 0 0Turn Type Split Perm ProtProtected Phases 4 4 2 1 6Permitted Phases 4Actuated Green, G (s) 18.7 18.7 18.7 57.1 9.2 71.3Effective Green, g (s) 18.7 18.7 18.7 57.1 9.2 71.3Actuated g/C Ratio 0.19 0.19 0.19 0.57 0.09 0.71Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 282 284 256 3645 289 3195v/s Ratio Prot 0.11 0.11 c0.47 0.06 c0.48v/s Ratio Perm c0.15v/c Ratio 0.58 0.57 0.79 1.21dr 0.64 0.67Uniform Delay, d1 37.1 37.0 38.8 17.3 43.8 7.9Progression Factor 1.00 1.00 1.00 1.00 1.28 0.46Incremental Delay, d2 3.0 2.8 15.3 2.2 3.8 1.0Delay (s) 40.1 39.7 54.1 19.5 59.9 4.6Level of Service D D D B E AApproach Delay (s) 45.5 0.0 19.5 9.0Approach LOS D A B A

Intersection SummaryHCM Average Control Delay 17.8 HCM Level of Service BHCM Volume to Capacity ratio 0.82Actuated Cycle Length (s) 100.0 Sum of lost time (s) 15.0Intersection Capacity Utilization 64.0% ICU Level of Service BAnalysis Period (min) 15dr Defacto Right Lane. Recode with 1 though lane as a right lane.c Critical Lane Group


K:\08171\Transportation\Traffic Study\Synchro\2035_Action_PM.syn Synchro 7 - ReportFelsburg Holt & Ullevig Page 1

Movement WBL WBR NBT NBR SBL SBTLane ConfigurationsVolume (vph) 83 139 2259 51 62 2482Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800Total Lost time (s) 5.0 5.0 5.0 5.0Lane Util. Factor 1.00 0.91 1.00 0.91Frpb, ped/bikes 0.98 1.00 1.00 1.00Flpb, ped/bikes 1.00 1.00 1.00 1.00Frt 0.92 1.00 1.00 1.00Flt Protected 0.98 1.00 0.95 1.00Satd. Flow (prot) 1496 4507 1621 4428Flt Permitted 0.98 1.00 0.06 1.00Satd. Flow (perm) 1496 4507 95 4428Peak-hour factor, PHF 0.96 0.96 0.96 0.96 0.96 0.96Adj. Flow (vph) 86 145 2353 53 65 2585RTOR Reduction (vph) 59 0 2 0 0 0Lane Group Flow (vph) 172 0 2404 0 65 2585Confl. Peds. (#/hr) 10 10 10 10Confl. Bikes (#/hr) 5 5Heavy Vehicles (%) 2% 2% 5% 2% 2% 6%Bus Blockages (#/hr) 0 0 0 0 0 9Turn Type pm+ptProtected Phases 4 2 1 6Permitted Phases 6Actuated Green, G (s) 15.7 67.2 76.3 76.3Effective Green, g (s) 15.7 67.2 76.3 76.3Actuated g/C Ratio 0.15 0.66 0.75 0.75Clearance Time (s) 5.0 5.0 5.0 5.0Vehicle Extension (s) 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 230 2969 132 3312v/s Ratio Prot c0.11 c0.53 0.02 c0.58v/s Ratio Perm 0.35v/c Ratio 0.75 0.81 0.49 0.78Uniform Delay, d1 41.3 12.7 12.0 7.8Progression Factor 1.00 1.00 1.00 1.00Incremental Delay, d2 12.4 2.5 2.9 1.9Delay (s) 53.7 15.2 14.9 9.7Level of Service D B B AApproach Delay (s) 53.7 15.2 9.8Approach LOS D B A




Movement EBL EBR NBL NBT SBT SBRLane ConfigurationsVolume (veh/h) 0 42 54 2321 2527 39Sign Control Stop Free FreeGrade 0% 0% 0%Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91Hourly flow rate (vph) 0 46 59 2551 2777 43Pedestrians 10 10 10Lane Width (ft) 11.0 11.0 11.0Walking Speed (ft/s) 4.0 4.0 4.0Percent Blockage 1 1 1Right turn flare (veh)Median type None NoneMedian storage veh)Upstream signal (ft) 660 340pX, platoon unblocked 0.80 0.64 0.64vC, conflicting volume 3787 967 2830vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 550 0 1879tC, single (s) 6.8 6.9 4.1tC, 2 stage (s)tF (s) 3.5 3.3 2.2p0 queue free % 100 93 70cM capacity (veh/h) 258 680 200

Direction, Lane # EB 1 NB 1 NB 2 NB 3 NB 4 SB 1 SB 2 SB 3Volume Total 46 59 850 850 850 1111 1111 598Volume Left 0 59 0 0 0 0 0 0Volume Right 46 0 0 0 0 0 0 43cSH 680 200 1700 1700 1700 1700 1700 1700Volume to Capacity 0.07 0.30 0.50 0.50 0.50 0.65 0.65 0.35Queue Length 95th (ft) 5 30 0 0 0 0 0 0Control Delay (s) 10.7 30.5 0.0 0.0 0.0 0.0 0.0 0.0Lane LOS B DApproach Delay (s) 10.7 0.7 0.0Approach LOS B









Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 150 37 88 137 94 47 155 2036 65 30 2333 130Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 5.0Lane Util. Factor 1.00 1.00 1.00 0.91 1.00 0.91Frpb, ped/bikes 0.99 0.99 1.00 1.00 1.00 1.00Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00Frt 0.96 0.98 1.00 1.00 1.00 0.99Flt Protected 0.97 0.98 0.95 1.00 0.95 1.00Satd. Flow (prot) 1540 1592 1589 4431 1589 4390Flt Permitted 0.66 0.71 0.08 1.00 0.08 1.00Satd. Flow (perm) 1046 1153 135 4431 135 4390Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95Adj. Flow (vph) 158 39 93 144 99 49 163 2143 68 32 2456 137RTOR Reduction (vph) 0 17 0 0 8 0 0 3 0 0 6 0Lane Group Flow (vph) 0 273 0 0 284 0 163 2208 0 32 2587 0Confl. Peds. (#/hr) 10 10 10 10 10 10 10 10Confl. Bikes (#/hr) 5 5 5 5Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 4% 5% 4% 4% 6% 4%Bus Blockages (#/hr) 4 4 4 3 3 3 0 11 11 0 8 8Turn Type Perm Perm pm+pt pm+ptProtected Phases 4 4 5 2 1 6Permitted Phases 4 4 2 6Actuated Green, G (s) 24.0 24.0 58.6 58.6 52.0 52.0Effective Green, g (s) 24.0 24.0 58.6 58.6 52.0 52.0Actuated g/C Ratio 0.24 0.24 0.59 0.59 0.52 0.52Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 251 277 210 2597 105 2283v/s Ratio Prot 0.07 c0.50 0.01 c0.59v/s Ratio Perm c0.26 0.25 0.39 0.15v/c Ratio 1.09 1.03 0.78 0.85 0.30 1.13Uniform Delay, d1 38.0 38.0 39.1 17.1 18.0 24.0Progression Factor 1.00 1.00 0.41 0.31 1.00 1.00Incremental Delay, d2 82.5 61.1 4.5 1.0 1.6 66.0Delay (s) 120.5 99.1 20.6 6.2 19.6 90.0Level of Service F F C A B FApproach Delay (s) 120.5 99.1 7.2 89.1Approach LOS F F A F

Intersection SummaryHCM Average Control Delay 56.4 HCM Level of Service EHCM Volume to Capacity ratio 1.05Actuated Cycle Length (s) 100.0 Sum of lost time (s) 10.0Intersection Capacity Utilization 94.1% ICU Level of Service FAnalysis Period (min) 15c Critical Lane Group



Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (veh/h) 5 1 28 17 1 46 28 2192 42 18 2576 17Sign Control Stop Stop Free FreeGrade 0% 0% 0% 0%Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94Hourly flow rate (vph) 5 1 30 18 1 49 30 2332 45 19 2740 18Pedestrians 10 10 10 10Lane Width (ft) 11.0 11.0 11.0 11.0Walking Speed (ft/s) 4.0 4.0 4.0 4.0Percent Blockage 1 1 1 1Right turn flare (veh)Median type None NoneMedian storage veh)Upstream signal (ft) 690 650pX, platoon unblocked 0.73 0.73 0.52 0.73 0.73 0.57 0.52 0.57vC, conflicting volume 3694 5244 943 3416 5231 820 2769 2387vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 0 1525 0 0 1506 0 1146 771tC, single (s) 7.5 6.5 6.9 7.5 6.5 6.9 4.1 4.1tC, 2 stage (s)tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2p0 queue free % 99 99 95 97 99 92 90 96cM capacity (veh/h) 596 73 551 613 75 605 310 472

Direction, Lane # EB 1 WB 1 NB 1 NB 2 NB 3 NB 4 SB 1 SB 2 SB 3 SB 4Volume Total 36 68 30 933 933 511 19 1096 1096 566Volume Left 5 18 30 0 0 0 19 0 0 0Volume Right 30 49 0 0 0 45 0 0 0 18cSH 467 547 310 1700 1700 1700 472 1700 1700 1700Volume to Capacity 0.08 0.12 0.10 0.55 0.55 0.30 0.04 0.64 0.64 0.33Queue Length 95th (ft) 6 11 8 0 0 0 3 0 0 0Control Delay (s) 13.4 12.5 17.8 0.0 0.0 0.0 12.9 0.0 0.0 0.0Lane LOS B B C BApproach Delay (s) 13.4 12.5 0.2 0.1Approach LOS B B




Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBL SBTLane ConfigurationsVolume (vph) 70 92 55 596 573 205 40 60 1960 106 39 2298Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0Lane Util. Factor 1.00 0.95 0.97 0.95 1.00 0.91 1.00 0.91Frpb, ped/bikes 1.00 0.99 1.00 0.99 1.00 1.00 1.00 1.00Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 0.94 1.00 0.96 1.00 0.99 1.00 0.99Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00Satd. Flow (prot) 1621 3017 3144 3084 1602 4448 1589 4404Flt Permitted 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00Satd. Flow (perm) 1621 3017 3144 3084 1602 4448 1589 4404Peak-hour factor, PHF 0.93 0.93 0.93 0.93 0.93 0.93 0.92 0.93 0.93 0.93 0.93 0.93Adj. Flow (vph) 75 99 59 641 616 220 43 65 2108 114 42 2471RTOR Reduction (vph) 0 16 0 0 35 0 0 0 5 0 0 7Lane Group Flow (vph) 75 142 0 641 801 0 0 108 2217 0 42 2613Confl. Peds. (#/hr) 10 10 10 10 10 10 10 10Confl. Bikes (#/hr) 5 5 5Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 4% 5% 4% 4% 6%Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 6 6 0 6Turn Type Prot Prot Prot Prot ProtProtected Phases 3 8 7 4 1 1 6 5 2Permitted PhasesActuated Green, G (s) 8.4 14.8 15.0 21.4 8.3 47.0 3.2 41.9Effective Green, g (s) 8.4 14.8 15.0 21.4 8.3 47.0 3.2 41.9Actuated g/C Ratio 0.08 0.15 0.15 0.21 0.08 0.47 0.03 0.42Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 136 447 472 660 133 2091 51 1845v/s Ratio Prot c0.05 0.05 0.20 c0.26 0.07 c0.50 0.03 c0.59v/s Ratio Permv/c Ratio 0.55 0.32 1.36 1.21 0.81 1.06 0.82 1.42Uniform Delay, d1 44.0 38.1 42.5 39.3 45.1 26.5 48.1 29.0Progression Factor 1.00 1.00 1.00 1.00 1.02 0.71 1.03 1.05Incremental Delay, d2 4.8 0.4 174.5 109.5 22.5 35.2 9.4 187.6Delay (s) 48.8 38.5 217.0 148.8 68.3 54.2 59.0 218.1Level of Service D D F F E D E FApproach Delay (s) 41.8 178.4 54.8 215.6Approach LOS D F D F

Intersection SummaryHCM Average Control Delay 145.4 HCM Level of Service FHCM Volume to Capacity ratio 1.27Actuated Cycle Length (s) 100.0 Sum of lost time (s) 20.0Intersection Capacity Utilization 100.7% ICU Level of Service GAnalysis Period (min) 15c Critical Lane Group



Movement SBRLane ConfigurationsVolume (vph) 139Ideal Flow (vphpl) 1800Total Lost time (s)Lane Util. FactorFrpb, ped/bikesFlpb, ped/bikesFrtFlt ProtectedSatd. Flow (prot)Flt PermittedSatd. Flow (perm)Peak-hour factor, PHF 0.93Adj. Flow (vph) 149RTOR Reduction (vph) 0Lane Group Flow (vph) 0Confl. Peds. (#/hr) 10Confl. Bikes (#/hr) 5Heavy Vehicles (%) 4%Bus Blockages (#/hr) 6Turn TypeProtected PhasesPermitted PhasesActuated Green, G (s)Effective Green, g (s)Actuated g/C RatioClearance Time (s)Vehicle Extension (s)Lane Grp Cap (vph)v/s Ratio Protv/s Ratio Permv/c RatioUniform Delay, d1Progression FactorIncremental Delay, d2Delay (s)Level of ServiceApproach Delay (s)Approach LOS

Intersection Summary




Direction, Lane # WB 1 NB 1 NB 2 NB 3 SB 1 SB 2 SB 3Volume Total 35 932 932 477 1090 1090 1090Volume Left 0 0 0 0 0 0 0Volume Right 35 0 0 11 0 0 0cSH 719 1700 1700 1700 1700 1700 1700Volume to Capacity 0.05 0.55 0.55 0.28 0.64 0.64 0.64Queue Length 95th (ft) 4 0 0 0 0 0 0Control Delay (s) 10.3 0.0 0.0 0.0 0.0 0.0 0.0Lane LOS BApproach Delay (s) 10.3 0.0 0.0Approach LOS B




Movement WBL WBR NBT NBR SBU SBL SBTLane ConfigurationsVolume (veh/h) 0 130 2024 26 3 25 2996Sign Control Stop Free FreeGrade 0% 0% 0%Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92Hourly flow rate (vph) 0 141 2200 28 0 27 3257Pedestrians 10 10 10Lane Width (ft) 11.0 11.0 11.0Walking Speed (ft/s) 4.0 4.0 4.0Percent Blockage 1 1 1Right turn flare (veh)Median type None NoneMedian storage veh)Upstream signal (ft) 570 660pX, platoon unblocked 0.79 0.66 0.00 0.66vC, conflicting volume 3374 767 0 2238vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 165 0 0 1083tC, single (s) 6.8 6.9 0.0 4.1tC, 2 stage (s)tF (s) 3.5 3.3 0.0 2.2p0 queue free % 100 80 0 94cM capacity (veh/h) 586 707 0 420





Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 0 0 0 535 316 209 332 1885 0 0 2548 508Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 5.0 4.0Lane Util. Factor 0.95 0.95 1.00 0.97 0.91 0.81 1.00Frpb, ped/bikes 1.00 1.00 0.97 1.00 1.00 1.00 0.98Flpb, ped/bikes 0.98 0.99 1.00 1.00 1.00 1.00 1.00Frt 1.00 1.00 0.85 1.00 1.00 1.00 0.85Flt Protected 0.95 0.99 1.00 0.95 1.00 1.00 1.00Satd. Flow (prot) 1482 1560 1341 3083 4488 6648 1399Flt Permitted 0.95 0.99 1.00 0.95 1.00 1.00 1.00Satd. Flow (perm) 1482 1560 1341 3083 4488 6648 1399Peak-hour factor, PHF 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91Adj. Flow (vph) 0 0 0 588 347 230 365 2071 0 0 2800 558RTOR Reduction (vph) 0 0 0 0 0 6 0 0 0 0 0 0Lane Group Flow (vph) 0 0 0 459 476 224 365 2071 0 0 2800 558Confl. Peds. (#/hr) 10 10 10 10 10 10 10 10Confl. Bikes (#/hr) 5 5 5 5Heavy Vehicles (%) 2% 2% 2% 4% 4% 4% 4% 5% 2% 2% 6% 4%Bus Blockages (#/hr) 0 0 0 0 0 6 0 6 0 0 0 0Turn Type Perm Perm Prot FreeProtected Phases 4 1 6 2Permitted Phases 4 4 FreeActuated Green, G (s) 31.0 31.0 31.0 12.0 59.0 42.0 100.0Effective Green, g (s) 31.0 31.0 31.0 12.0 59.0 42.0 100.0Actuated g/C Ratio 0.31 0.31 0.31 0.12 0.59 0.42 1.00Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 459 484 416 370 2648 2792 1399v/s Ratio Prot c0.12 0.46 c0.42v/s Ratio Perm c0.31 0.31 0.17 0.40v/c Ratio 1.00 0.98 0.54 0.99 0.78 1.00 0.40Uniform Delay, d1 34.5 34.2 28.6 43.9 15.6 29.0 0.0Progression Factor 1.00 1.00 1.00 0.68 0.27 0.54 1.00Incremental Delay, d2 42.0 36.4 1.4 29.0 1.2 5.8 0.1Delay (s) 76.5 70.6 29.9 58.8 5.4 21.3 0.1Level of Service E E C E A C AApproach Delay (s) 0.0 64.9 13.4 17.8Approach LOS A E B B

Intersection SummaryHCM Average Control Delay 24.2 HCM Level of Service CHCM Volume to Capacity ratio 1.00Actuated Cycle Length (s) 100.0 Sum of lost time (s) 15.0Intersection Capacity Utilization 85.7% ICU Level of Service EAnalysis Period (min) 15c Critical Lane Group



Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 214 5 273 0 0 0 0 2029 910 214 2869 0Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 5.0Lane Util. Factor 0.95 0.95 1.00 0.81 0.97 0.91Frpb, ped/bikes 1.00 1.00 0.96 1.00 1.00 1.00Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 1.00 0.85 0.95 1.00 1.00Flt Protected 0.95 0.95 1.00 1.00 0.95 1.00Satd. Flow (prot) 1510 1518 1372 6432 3144 4481Flt Permitted 0.95 0.95 1.00 1.00 0.95 1.00Satd. Flow (perm) 1510 1518 1372 6432 3144 4481Peak-hour factor, PHF 0.90 0.93 0.90 0.93 0.93 0.93 0.90 0.90 0.93 0.93 0.90 0.90Adj. Flow (vph) 238 5 303 0 0 0 0 2254 978 230 3188 0RTOR Reduction (vph) 0 0 2 0 0 0 0 78 0 0 0 0Lane Group Flow (vph) 121 122 301 0 0 0 0 3154 0 230 3188 0Confl. Peds. (#/hr) 10 10 10 10Confl. Bikes (#/hr) 5 5Heavy Vehicles (%) 4% 2% 4% 2% 2% 2% 2% 5% 2% 2% 6% 2%Bus Blockages (#/hr) 0 0 0 0 0 0 0 6 0 0 0 0Turn Type Split Perm ProtProtected Phases 4 4 2 1 6Permitted Phases 4Actuated Green, G (s) 21.0 21.0 21.0 54.2 9.8 69.0Effective Green, g (s) 21.0 21.0 21.0 54.2 9.8 69.0Actuated g/C Ratio 0.21 0.21 0.21 0.54 0.10 0.69Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 317 319 288 3486 308 3092v/s Ratio Prot 0.08 0.08 0.49 0.07 c0.71v/s Ratio Perm c0.22v/c Ratio 0.38 0.38 1.05 1.14dr 0.75 1.03Uniform Delay, d1 33.9 33.9 39.5 20.6 43.9 15.5Progression Factor 1.00 1.00 1.00 1.00 1.24 0.83Incremental Delay, d2 0.8 0.8 65.7 4.4 2.4 17.6Delay (s) 34.7 34.7 105.2 25.0 56.8 30.6Level of Service C C F C E CApproach Delay (s) 73.8 0.0 25.0 32.3Approach LOS E A C C

Intersection SummaryHCM Average Control Delay 32.2 HCM Level of Service CHCM Volume to Capacity ratio 1.03Actuated Cycle Length (s) 100.0 Sum of lost time (s) 10.0Intersection Capacity Utilization 85.7% ICU Level of Service EAnalysis Period (min) 15dr Defacto Right Lane. Recode with 1 though lane as a right lane.c Critical Lane Group

Documents

Traffic Report Apr2009 - Denver Highway Capacity Manual LOS Level of Service mph miles per hour NHS National Highway System PEL ... XXXX 41,400 40,000 88. FELSBURG HOLT & ULLEVIG Page