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SAFETY FUNDING APPLICATION
SUM CANTON ROAD CORRIDOR
SUM Canton Road Corridor Project
Safety Improvements
BackgroundSUM-CR66 Canton Rd Safety Study – County Engineer
SUM-CR66 Canton Road PID82594 Originally awarded:
$481K PE + $2 million CO Safety approved Fall 2006
Raised median between US224 and Arcadia 1 mile widening 4 to 5 lanes south of Arcadia
to Sanitarium New signal at Springfield Lake Drive
intersection (completed 2012) Access management Sidewalk / Bikepath along west side
BackgroundSUM-SR91/CR66 (US224 jct) Safety Study – ODOT
SUM-91-0.00 Canton Rd PID89113 Originally awarded:
$350K PE Tier II Safety approved Spring 2010
Dual NB LT lanes and new EB RT lane at US224 intersection
Eliminate/relocate driveways between US224 and Old Home
Widening 4 to 5 lanes north of Old Home to Linwood
Access management Redoubles need for County project’s raised median
south of US224
BackgroundCanton Road Access Alternative Study
SUM-91-0.00 Canton Rd PID 89113 Widening for dual LT on south leg
encompasses the length of the raised median on the south leg of the US224
ODOT assumes northern end of SUM-CR66 Canton Rd PID 82594 – Raised median
Inherited need to address directional access for business drives given concerns raised at previous pubic meetings for SUM-CR66 Canton Rd PID 82594
Canton Road Access Alternative Study Rear Service Road Alternatives
N
Significant R/W take Affects drive-thru circulation of fast food locations - Excessively circuitious Substantial increase of turning traffic volumes at Meadows/Arcadia intersection
Requires realignment of offset approaches Introduces warrant for undesired signal too close to US224 intersection
Disruption to the surrounding Village residential area Excessive increase to overall project cost
$$
Conflicts with US224 EB Right Turn overlap
Requires realignment of offset approaches Undesirably too close to US224 intersection
Canton Road Access Alternative Study U-Turn Alternatives
U-turns as originally proposed in Alternative Study
US224
CR66
SR91
U-Turn Locations moved to suitable tee-intersections 500’ to 600’ from ends of left turn restrictions
Raised median extended approx. 300’ further south. Eliminates realignment of Meadows/Arcadia intersection.
SR91 at Linwood Road
CR66 at Springfield Lake Drive
4
Co-Sponsored Safety Funding Application
SUM-CR66 Canton RoadPID82594
SUM-91-0.00 Canton RdPID89113SUM-SR91/CR66 Canton Rd
PID89113
Location Safety RankingChronic high crash location(s)
SR91 Section north of US224 2011 SA Urban NonFwy Chronic HSP Location (2008 HSP #3 – Safety Study) History of identification on past Hot Spot and Congestion Lists Persistently identified on AMATS High Crash List – Top 50 (2008
AMATS #2; currently 2012 #30)
US224 at SR91/CR66 Intersection 2012 SA Urban Intersection #16 Chronic HSP Location 2012 AMATS #5
CR66 Section south of US224 Persistent appearance on AMATS High Crash List - Top 50 (2008
AMATS #7; currently 2012 #9)
Crash Data Summary, 2010-2012
SUM US224 at SR91/CR66 - Canton Rd Corridor 2011-2012 Crash Data
CRASH_SEVERITY Number % TRAFFIC_CRASH_YEAR Number %INJURY CRASH 77 30.8% 2010 77 30.8%PROPERTY DAMAGE CRASH 173 69.2% 2011 74 29.6%Grand Total 250 100.0% 2012 99 39.6%
Grand Total 250 100.0%
TYPE_OF_CRASH Number %DAY_OF_WEEK Number % REAR END 96 38.4%FRIDAY 45 18.0% ANGLE 78 31.2%WEDNESDAY 44 17.6% LEFT TURN 37 14.8%MONDAY 39 15.6% SIDESWIPE - PASSING 17 6.8%TUESDAY 36 14.4% FIXED OBJECT 5 2.0%THURSDAY 34 13.6% BACKING 4 1.6%SATURDAY 33 13.2% HEAD ON 3 1.2%SUNDAY 19 7.6% SIDESWIPE - MEETING 3 1.2%Grand Total 250 100.0% PEDESTRIAN 2 0.8%
OVERTURNING 2 0.8%PEDALCYCLES 1 0.4%ANIMAL 1 0.4%RIGHT TURN 1 0.4%Grand Total 250 100.0%
Collision Diagram, 2009-2011SUM CR-66 Canton Road Corridor south of US-224
Collision Diagram, 2009-2011SUM SR-91 Canton Road Corridor north of US-224
SUM US-224 at SR-91 Intersection
Problem Statement
SR-91/CR-66 Canton Road section is heavily congested area at the US-224 intersection Rear-end and left turn angle crashes at the US-224 intersection Prominent NB left turn / EB right turn traffic volumes Significant delay/back-ups at the signal. Numerous commercial driveways within functional area of
intersection
Access/Driveway Issues Angle, sideswipe and rear-end crashes due to left turn
ingress/egress at driveways Numerous high traffic generating commercial drives
Recommendations
US-224 Intersection Create dual NB LT lanes Add EB RT lane at US224 intersection
Canton Road CR-66 south of US-224 Add raised median on south leg to just south of
Meadows/Arcadia Widen 4 to 5 lanes to Springfield Lake Drive Provide pavement for U-turns at Springfield Lake Drive Access Management – Driveway definition Sidewalk on west side
Canton Road SR-91 north of US-224 Eliminate/relocate driveways between US-224 and Old Home Widen 4 to 5 lanes to Linwood Provide pavement for U-turns at Linwood Access Management – Driveway definition Sidewalk on east side
Proposed Conceptual US 224 at Canton Road Intersection
Dual N
B LT
lanesEB RT lane
Raised median
Driveway access management
Realignment
Proposed Conceptual
TWLTL
Raised
median
U-turn
Access management
CR66 Canton Road South of US 224
Proposed Conceptual
Accessmanagement
U-turn
TWLTL
SR91 Canton Road North of US 224
Realignment
Capacity Analysis Significant Reduction in Overall Delay for Peak Hours
Delay LOS Delay LOS Delay LOS % change Delay LOS % changeLEFT 33.5 C 25.8 C 40.2 D 20% 36.6 D 42%Thru 38.6 D -24% 61.5 E -55%RIGHT 15.4 B -70% 30.6 C -78%Approach 48.3 D 115.8 F 31.3 C -35% 47.0 D -59%LEFT 73.3 E 148.0 F 36.9 D -50% 78.3 E -47%Thru 70.7 E 32.1 C 63.5 E -10% 38.9 D 21%RIGHT 11.0 B 12.2 B 13.8 B 25% 17.2 B 41%Approach 64.1 E 67.0 E 53.8 D -16% 49.5 D -26%LT 63.8 E 117.0 F 56.7 E -11% 67.3 E -42%ThruRTApproach 63.7 E 116.1 F 54.5 D -14% 46.5 D -60%LT 13.6 B 27.4 C 15.9 B 17% 19.8 B -28%Thru 33.7 C 100.3 F 8% -45%RT 33.4 C 46.7 D … …Approach 30.8 C 79.8 E 33.4 C 8% 49.9 D -37%
56.8 E 97.3 F 47.2 D -17% 48.1 D -51%
F
F D
D
D
E
-17% -69%
SB
NB
WB
INTERSECTION
E 35.9
36.3 55.4
63.7 115.6 52.7
50.7 D 137.2EB
SUM US-224 at SR-912032 Build
AM Peak AM Peak PM PeakPM Peak2032 No-Build
Rate of Return Analysis
RW and Construction estimates adjusted with higher contingency to credibly meet the project expense Acquisition costs Urban setting with dense commercial development.
Rate of Return is conservatively still about 13% on total cost
20
22580 Average ADT = + ) =
25150 ADT Factor = / =
Annual PDO Benefits = Estimated PDO Crash Reduction * Avg PDO Cost = * =
Annual INJ.-FAT. Benefits = Estimated INJ.-FAT. Crash Reduction * Avg INJ.-FAT. Cost Rural State Highways = * =
Total Benefits =
AverageAnnual Benefits = Total Benefits * ADT Factor = * =
Design (PE)
Right-of-Way 12.97%
Construction
$0 Rate of Return
Salvage Value $0
$608,700
$2,500,000
$6,087,000
1,236,366.55$
1.06 1,236,366.55$ 1,306,726.65$
Rate of Return
Project Cost $9,195,700
Maintenance and Energy Costs (Annual)
1,006,669.14$
25150 23865
22580 1.06
Average Annual Benefits
Select Facility Type Below: 27.61 8,320.00$ 229,697.41$
Future ADT (FADT) veh / day Average ADT / PADT = 23865
12.85 78,341.00$
22580
ADT Factor
Project Service Life years
Present ADT (PADT) veh / day (PADT + FADT)/2 = (
Rural State Highways
Project Funding Plan PID89113
Local funding commitment ODOT administer project; Spring programmatic Funding plan totals do not include any prior projects’ funding
SUM US224 and SR91/CR66 Canton Road Safety ProjectProject Funding X $1000
90% 10% 90% 10% Total
225 25 225 25
45 5 45 5
1125 125 1125 125
2745 305 2745 305
4140 460 4140 460Total
Federal/State (50%) Federal/Local (50%)FYPhase
PE
DD
RW
CO
2015
2016
2017
2019
250 250
50 50
1250
500
100
2500
6100
9200
1250
3050 3050
4600 4600
Safety Funding Application PID 89113
Note:
The remaining 4HJ7 funding in PID82594 ($1.78 million FY2016)
would return to the safety fund once the environmental document is complete