HSIP FUNDING APPLICATION
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1 HSIP FUNDING APPLICATION Lucas County - Sylvania Ave at Centennial Rd DATE 10/6/2011 Project Information: COUNTY Lucas County LOCATION TYPE Intersection 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 Page 1
2 HSIP FUNDING APPLICATION Lucas County - Sylvania Ave at Centennial Rd DATE 10/6/2011 Project Administration: (check 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 Intersection 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 Page 2
3 County: Lucas County Main Roadway: Sylvania Ave Begin SLM: 7.08 End SLM: Intersecting Roadway: Centennial Rd Prepared by : CEAO Date: 10/6/2011 Crash Bdate: 1/1/2007 Crash Edate: 12/31/2011 HYPERLINK ACCIDENTS_POINTS_NBR LOCAL_REPORT_NBRNLF_ID LOGPOINT_SLCRASH_DT STREET1 STREET2_REFE Crash Report CLUCCR00005**C CR0005 CR0069 Crash Report A00525 CLUCCR00069**C CR0069 CR0005 Crash Report CLUCCR00069**C CR0069 CR0005 Crash Report CLUCCR00069**C CR0069 CR0005 Crash Report CLUCCR00069**C CR0069 CR0005 Crash Report CLUCCR00069**C CR0069 CR0005 Crash Report CLUCCR00069**C CR0069 CR0005 Crash Report A00605 CLUCCR00005**C CR0005 CR0069 Crash Report CLUCCR00069**C CR0069 CR0005 Crash Report CLUCCR00005**C CR0005 CR0069 Crash Report CLUCCR00069**C CR0069 CR0005 Crash Report CLUCCR00005**C CR0005 CR0069 Crash Report CLUCCR00005**C CR0005 CR0069 Crash Report CLUCCR00005**C CR0005 CR0069 Crash Report CLUCCR00069**C CR0069 CR0005 Crash Report CLUCCR00005**C CR0005 CR0069 Crash Report CLUCCR00069**C CR0069 CR0005 Crash Report CLUCCR00069**C CR0069 CR0005 Crash Report CLUCCR00005**C CR0005 CR0069 Crash Report CLUCCR00069**C CR0069 CR0005 Crash Report CLUCCR00005**C CR0005 CR0069 Crash Report CLUCCR00005**C CR0005 CR0069 Crash Report CLUCCR00069**C CR0069 CR0005 Crash Report CLUCCR00005**C CR0005 CR0069 Crash Report CLUCCR00069**C CR0069 CR0005 Crash Report CLUCCR00005**C CR0005 CR0069 Crash Report CLUCCR00069**C CR0069 CR0005 Crash Report CLUCCR00069**C CR0069 CR0005
4 RATE OF RETURN - ECONOMIC ANALYSIS WORKSHEET Cells in Green Require User Input Click for Help File County Lucas County Main Roadway Sylvania Ave Begin SLM 7.08 End SLM Intersecting Roadway Centennial Rd Prepared by CEAO Date 10/6/2011 Crash BDate 1/1/2007 Crash EDate 12/31/2011 Ohio Department of Transportation Office of Systems Planning and Program Management 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, = $ 20, Annual INJ.-FAT. Benefits = Estimated INJ.-FAT. Crash Reduction * Avg INJ.-FAT. Cost Counties and Unincorporated Villages Counties and Unincorporated Villages = 1.91 * $ 84, = $ 161, Total Benefits = $ 181, AverageAnnual Benefits = Total Benefits * ADT Factor = 1.20 * $ 181, = $ 218, 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 24.50% Construction $ 800,000
5 County: Lucas County Main Roadway: Sylvania Ave Begin SLM: 7.08 End SLM: Intersecting Roadway: Centennial Rd Prepared by : CEAO Date: 10/6/2011 Crash Bdate: 1/1/2007 Crash Edate: 12/31/2011 RSI Value = 35,926 Cells in Green Require User Input 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 0 $0 0 $22,495 Head on 0 $0 1 $139,613 Rear end 0 $0 2 $28,604 Backing 0 $0 3 $26,275 Sideswipe - meeting 0 $0 4 $64,559 Sideswipe - passing 1 $29,588 5 $29,588 Angle 4 $202,856 6 $50,714 Parked Vehicle 0 $0 7 $23,669 Pedestrian 0 $0 8 $147,075 Animal 0 $0 9 $16,981 Train 0 $0 10 $149,166 Pedalcycles 0 $0 11 $67,709 Other non-vehicle 0 $0 12 $37,299 Fixed object 16 $497, $31,070 Other object 0 $0 14 $19,878 Falling from or in vehicle 0 $0 15 $0 Overturning 1 $60, $60,793 Other non-collision 0 $0 17 $19,722 Left Turn 0 $0 18 $44,906 Totals 22 $790,362 *Costs based on 2010 crash data
6 County: Lucas County Main Roadway: Sylvania Ave Begin SLM: 7.08 End SLM: Intersecting Roadway: Centennial Rd Prepared by : CEAO Date: 10/6/2011 Crash Bdate: 1/1/2007 Crash Edate: 12/31/2011 Intersection Rural Non-Freeway Location Location Type Facility Type Begin Log End Log Length Sylvania Ave at Cent Intersection Rural Non- Freeway ADT Used for Calculations ,175 Fatal Crashes Injury Crashes PDO Crashes Total Crashes Fatalities Incapacitating Injuries # of Years Rate of Return: 24.50% High Risk Rural Road Calculation: (Fatalities & Incapacitating Injuries per 100 MVMT or Entering Vehicles) Functional Class : HRRR Eligible : Rural Minor Collector Yes Safety Project Scoring Crash Rate (20) Rate of Return (20) RSI (20) Value Score Value Score Value Score % 20 35,926 4 EPDO Value (20) Funding Request (20) Value Score Value Score $640,00 15 Total Score 51
7 Safety Conditions Safety Project Scoring Matrix Economic Analysis Crash Rate (Intersection) Points Crash Rate (Section) Points RSI Points EPDO Value Points HSIP Funding Request Points Rate of Return (%) Points >=5 20 >= >= 60, >= < $400, >= to to to to $400,000 to $800, to to to to to $800,000 to $1,200, to to to to to $1,200,000 to $1,600, to to to to to >= $1,600, to to to to to to to to to to to to to to to to to to to to to to to to to to to to to to to 2 0
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