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