HSIP FUNDING APPLICATION

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1 Page 1 Lucas County - Sylvania Ave at Centennial Rd DATE 5/1/2013 Project Information: COUNTY Lucas County LOCATION TYPE PROJECT SERVICE LIFE 20 years SEGMENT INFORMATION ROUTE BEGIN SLM END SLM PRESENT YEAR ADT FUTURE YEAR ADT FUNCTIONAL CLASS INTERSECTION INFORMATION Major Road - Leg 1 Major Road - Leg 2 Cross Road - Leg 3 Cross Road - Leg 4 Cross Road - Leg 5 ROUTE NUMBER (or NAME) Sylvania Ave Sylvania Ave Centennial Rd Centennial Rd SLM PRESENT YEAR ADT 6,720 6,720 7,220 7,690 FUTURE YEAR ADT 9,410 9,410 10,108 10,766 FUNCTIONAL CLASS Rural Minor Collector *When analyzing an intersection, an ADT must be provided for each Cross Street Leg. CRASH INFORMATION Fatal Crashes Injury Crashes PDO Crashes Total Crashes Fatalities Incapacitating Injuries *Blue cells will be filled out automatically if you use the CAMTool layout on the Crashes Worksheet

2 Page 2 Lucas County - Sylvania Ave at Centennial Rd Project Administration: (Select One) LETTING TYPE Local Let Funding:* FISCAL YEAR REQUESTED 2017 Design Cost 80,00 Right-of-Way Cost Construction Cost 800,00 TOTAL COST ESTIMATE 880,00 HSIP COST ESTIMATE 640,00 *1. Submit cost estimate in current year dollars and include 10% for CE *2. Requested year and Estimated Costs may differ from the actual approved by the CSTP/LBR Committee *3. HSIP funds are for constuction phase only. Therefore, the HSIP Cost Estimate is base on 80% of the construction cost dollar amount Describe Existing Roadway Conditions and Existing Crash Problem(s) at Project Location The is currently controlled by a traffic signal and was a 4-way stop until March The number, type, and severity of crashes has not changed since the installation of the traffic signal. The majority of the crashes (17 of 26) are angle collisions and the remaining ones are rear end collisions. 50% of the crashes at this intersection result in injuries to one or more of the people involved. Describe Proposed Countermeasures to Address the Crash Pattern Construct a modern roundabout at the intersection including lighting and a landscaped center island. Countermeasure 1 Countermeasure 2 Countermeasure 3 Countermeasure 4 Convert two-way stop-controlled intersection to roundabout - Rural NAME OF PERSON COMPLETING APPLICATION CEAO

3 Page 3 Cells in Green Require User Review RATE OF RETURN - ECONOMIC ANALYSIS WORKSHEET County Lucas County Main Roadway Sylvania Ave Begin SLM 7.08 End SLM Intersecting Roadway Centennial Rd Prepared by CEAO Date 5/1/2013 Crash BDate 1/1/2008 Crash EDate 12/31/2012 Year TIME OF DAY ROADWAY CONDITION DAY DAWN/DUSK DARK DRY WET SNOW / ICE CRASH TYPE REAR END LEFT RIGHT ANGLE HEAD ON SS PASS FIXED OBJ RAN OFF RD PEDESTRIAN OTHER TOTAL PDO I/F PDO I/F PDO I/F PDO I/F PDO I/F PDO I/F PDO I/F PDO I/F PDO I/F PDO I/F PDO I/F PDO I/F PDO I/F PDO I/F PDO I/F PDO I/F PDO I/F TOTAL AVG The "TOTAL" and "AVERAGE" row formulas are set to only use crash data. If the crash data is not for these five years, the formulas must be modified by the user to calculate the associated year data. Select Countermeasures RECOMMENDED IMPROVEMENTS CRASH TYPE PDO CRASHES INJ. - FAT. CRASHES R1 R2 R3 R4 RT AVG PDO EST. RED. R1 R2 R3 R4 RT AVG INJ-FAT EST. RED. R1 Convert two-way stop-controlled intersection to roundabout - Rural LEFT R2 RIGHT R3 ANGLE R4 REAR END HEAD ON SS PASS FIXED OBJ RAN OFF RD OTHER NIGHT WET PEDESTRIAN Project Service Life Present ADT (PADT) Future ADT (FADT) ESTIMATED PDO CRASH REDUCTION = 2.41 ESTIMATED INJ. - FAT. CRASH REDUCTION = ADT Factor 20 years 14,175 veh / day Average ADT = (PADT + FADT)/2 = ( ) = ,847 veh / day ADT Factor = Average ADT / PADT = / = Average Annual Benefits Annual PDO Benefits = Estimated PDO Crash Reduction * Avg PDO Cost Select Facility Type Below: = 2.41 * 8,32 = 20, Annual INJ.-FAT. Benefits = Estimated INJ.-FAT. Crash Reduction * Avg INJ.-FAT. Cost Counties and Unincorporated Villages Counties and Unincorporated Villages = 1.91 * 79, = 152, Total Benefits = 173, AverageAnnual Benefits = Total Benefits * ADT Factor = 1.20 * 173, = 207, Total Safety Project Cost (Design, Right-of-Way, and Construction) Annual Maintenance and Energy Costs See Text Box Below for Additional Details on Project Costs 880,000 Salvage Value - - Rate of Return Design (PE) Right-of-Way 80,000 - Rate of Return 23.24% Construction 800,000

4 Page 4 County: Lucas County Main Roadway: Sylvania Ave Begin SLM: 7.08 End SLM: Intersecting Roadway: Centennial Rd Prepared by : CEAO Date: 5/1/2013 Crash Bdate: 1/1/2008 Crash Edate: 12/31/2012 RSI Value = 48,343 Cells in Green Require User Review Crash Type Fill in the Number of Crashes by Crash Type Number of Crashes Crash Type Severity Calc Crash Type # Rural Non-Freeway* Not Stated ,391 Head On ,065 Rear End , ,659 Backing ,258 Sideswipe - Meeting ,631 Sideswipe - Passing ,107 Angle , ,323 Parked Vehicle ,881 Pedestrian ,586 Animal ,675 Train ,227 Pedalcycles ,102 Other Non-Vehicle ,660 Fixed Object ,961 Other Object ,109 Falling From Or In Vehicle Overturning ,080 Other Non-Collision ,179 Left Turn 2 122, ,251 Totals 28 1,353,597 *Costs based on 2011 crash data

5 Page 5 County: Lucas County Main Roadway: Sylvania Ave Begin SLM: 7.08 End SLM: Intersecting Roadway: Centennial Rd Prepared by : CEAO Date: 5/1/2013 Crash Bdate: 1/1/2008 Crash Edate: 12/31/2012 Rural Non-Freeway Location Location Type Facility Type Begin Log End Log Length Sylvania Ave at Cen Rural Non- Freeway ADT Used for Calculations ,175 Fatal Crashes Injury Crashes PDO Crashes Total Crashes Fatalities Incapacitating Injuries # of Years Rate of Return: 23.24% High Risk Rural Road Calculation: 3.87 (Fatalities & Incapacitating Injuries per 100 MVMT or Entering Vehicles) Functional Class : HRRR Eligible : Rural Minor Collector No Safety Project Scoring Crash Rate (20) Rate of Return (20) RSI (20) Value Score Value Score Value Score % 20 48, EPDO Value (20) Funding Request (20) Value Score Value Score ,00 15 Total Score 61

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