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 7.08 7.08 4.39 4.39 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 0 13 13 26 0 6 Page 1
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 2009. 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
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 78149137 200700438 CLUCCR00005**C 7.08 20070616 CR0005 CR0069 Crash Report 78160873 2007A00525 CLUCCR00069**C 4.39 20070714 CR0069 CR0005 Crash Report 78232993 2007006950 CLUCCR00069**C 4.37 20070919 CR0069 CR0005 Crash Report 78322860 200700891 CLUCCR00069**C 4.39 20071202 CR0069 CR0005 Crash Report 78322875 2007000906 CLUCCR00069**C 4.39 20071208 CR0069 CR0005 Crash Report 88165236 200800487 CLUCCR00069**C 4.39 20080703 CR0069 CR0005 Crash Report 88181125 200800554 CLUCCR00069**C 4.39 20080806 CR0069 CR0005 Crash Report 88191004 2008A00605 CLUCCR00005**C 7.08 20080904 CR0005 CR0069 Crash Report 88226012 20080781 CLUCCR00069**C 4.39 20081111 CR0069 CR0005 Crash Report 98034549 200900107 CLUCCR00005**C 7.09 20090212 CR0005 CR0069 Crash Report 98054191 200900299 CLUCCR00069**C 4.39 20090503 CR0069 CR0005 Crash Report 98060056 2009000163 CLUCCR00005**C 7.08 20090303 CR0005 CR0069 Crash Report 98113290 200900455 CLUCCR00005**C 7.08 20090706 CR0005 CR0069 Crash Report 98164526 200900637 CLUCCR00005**C 7.08 20090929 CR0005 CR0069 Crash Report 98187135 2009000741 CLUCCR00069**C 4.39 20091104 CR0069 CR0005 Crash Report 98229191 2009-00885 CLUCCR00005**C 7.08 20091226 CR0005 CR0069 Crash Report 98239389 200900894 CLUCCR00069**C 4.39 20091226 CR0069 CR0005 Crash Report 106377649 48-0844-48 CLUCCR00069**C 4.39 20100718 CR0069 CR0005 Crash Report 106387286 48-1001-48 CLUCCR00005**C 7.08 20100829 CR0005 CR0069 Crash Report 108061288 201000235 CLUCCR00069**C 4.39 20100410 CR0069 CR0005 Crash Report 108069017 201000283 CLUCCR00005**C 7.08 20100501 CR0005 CR0069 Crash Report 108088646 201000376 CLUCCR00005**C 7.08 20100606 CR0005 CR0069 Crash Report 118001834 201100022 CLUCCR00069**C 4.39 20110108 CR0069 CR0005 Crash Report 118008644 201100049 CLUCCR00005**C 7.08 20110125 CR0005 CR0069 Crash Report 118085480 2011000281 CLUCCR00069**C 4.39 20110520 CR0069 CR0005 Crash Report 118113210 2011434 CLUCCR00005**C 7.08 20110707 CR0005 CR0069 Crash Report 118123760 201100495 CLUCCR00069**C 4.39 20110729 CR0069 CR0005 Crash Report 118162529 2011649 CLUCCR00069**C 4.38 20111009 CR0069 CR0005
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 2007 3 0 0 0 0 2 3 2 0 0 0 0 2 2 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 3 2 2008 3 0 0 0 1 0 4 0 0 0 0 0 2 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 2009 3 3 0 0 1 0 1 2 1 1 3 0 2 0 0 0 0 0 3 3 0 0 0 0 0 0 0 0 0 0 0 0 5 3 2010 1 2 0 0 0 2 1 4 0 0 0 0 1 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 1 4 2011 3 2 0 0 1 0 3 1 1 1 0 0 2 0 1 1 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 4 2 2012 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TOTAL 13 7 0 0 3 4 12 9 2 2 3 0 9 2 1 1 0 0 7 8 0 0 0 0 0 0 0 0 0 0 0 0 17 11 AVG. 2.6 1.4 0.0 0.0 0.6 0.8 2.4 1.8 0.4 0.4 0.6 0.0 1.8 0.4 0.2 0.2 0.0 0.0 1.4 1.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3.4 2.2 --The "TOTAL" and "AVERAGE" row formulas are set to only use 2007-2011 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 0.71 0 0 0 0.71 0.20 0.14 0.87 0 0 0 0.87 R2 RIGHT R3 ANGLE 0.71 0 0 0 0.71 1.40 0.99 0.87 0 0 0 0.87 R4 REAR END 0.71 0 0 0 0.71 1.80 1.28 0.87 0 0 0 0.87 HEAD ON SS PASS FIXED OBJ RAN OFF RD OTHER NIGHT WET 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.60 0 0 0 0 0 0 0 0 0 0 0.40 0 0 0 0 0 PEDESTRIAN 0.20 1.60 0.40 0.80 0.17 1.39 0.35 0.40 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 = ( 14175 + 19847 ) = 17011 19,847 veh / day ADT Factor = Average ADT / PADT = 17011 / 14175 = 1.20 1.91 Average Annual Benefits Annual PDO Benefits = Estimated PDO Crash Reduction * Avg PDO Cost Select Facility Type Below: = 2.41 * $ 8,442.00 = $ 20,378.99 Annual INJ.-FAT. Benefits = Estimated INJ.-FAT. Crash Reduction * Avg INJ.-FAT. Cost Counties and Unincorporated Villages Counties and Unincorporated Villages = 1.91 * $ 84,403.00 = $ 161,547.34 Total Benefits = $ 181,926.33 AverageAnnual Benefits = Total Benefits * ADT Factor = 1.20 * $ 181,926.33 = $ 218,324.43 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
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 $497,126 13 $31,070 Other object 0 $0 14 $19,878 Falling from or in vehicle 0 $0 15 $0 Overturning 1 $60,793 16 $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
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 7.08 1 14,175 Fatal Crashes Injury Crashes PDO Crashes Total Crashes Fatalities Incapacitating Injuries # of Years 0 13 13 26 0 6 5 Rate of Return: 24.50% High Risk Rural Road Calculation: 23.19 (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 1.01 4 24.50% 20 35,926 4 EPDO Value (20) Funding Request (20) Value Score Value Score 105.04 8 $640,00 15 Total Score 51
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 >=2.5 20 >= 60,000 20 >= 250 20 < $400,000 20 >=20 20 4.5 to 5 18 2.25 to 2.5 18 55000 to 60000 18 225 to 250 18 $400,000 to $800,000 15 18 to 20 18 4 to 4.5 16 2 to 2.25 16 50000 to 55000 16 200 to 225 16 $800,000 to $1,200,000 10 16 to 18 16 3.5 to 4 14 1.75 to 2 14 47500 to 50000 14 175 to 200 14 $1,200,000 to $1,600,000 5 14 to 16 14 3 to 3.5 12 1.5 to 1.75 12 45000 to 47500 12 150 to 175 12 >= $1,600,000 0 12 to 14 12 2.5 to 3 10 1.25 to 1.5 10 42500 to 45000 10 125 to 150 10 10 to 12 10 2 to 2.5 8 1 to 1.25 8 40000 to 42500 8 100 to 125 8 8 to 10 8 1.5 to 2 6 0.75 to 1 6 37500 to 40000 6 75 to 100 6 6 to 8 6 1 to 1.5 4 0.5 to 0.75 4 35000 to 37500 4 50 to 75 4 4 to 6 4 0.5 to 1 2 0.25 to 0.5 2 30000 to 35000 2 25 to 50 2 2 to 4 2 0 to 0.5 0 0 to 0.25 0 0 to 30000 0 0 to 25 0 0 to 2 0