Downtown Signals Traffic Analysis
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1 Downtown Signals Traffic Analysis City of St. Mary s April 16, 2018
2 Presented by: Allan Heitbrink, P.E. & Craig Eley, P.E.
3 Who We Are Craig Eley, P.E o o o Previously the ODOT D7 Traffic and Safety Engineer. 25+ years in traffic. Responsible for approximately 140 signalized intersections, performed maintenance, installation, upgrades, etc. o Project Engineer on major signal upgrades in Bellefontaine and Urbana. o Retired from ODOT in o Joined Choice One in Allan Heitbrink, P.E. o Graduated from University of Dayton in 2013, BS in Civil Engineering. o Joined Choice One in o o o Northwestern Center for Public Safety in Chicago, Concentrating on traffic engineering. Project Engineer and Lead Designer on 35 traffic signals.
4 So Why Study? OMUTCD Ohio Manual of Uniform Traffic Control Devices Signal Warrants 1. Eight-Hour Vehicular Volume 2. Four-Hour Vehicular Volume 3. Peak Hour 4. Pedestrian Volume 5. School Crossing 6. Coordinated Signal System 7. Crash Experience 8. Roadway Network 9. Intersection Near a Grade Crossing
5 So Why Study? OMUTCD Ohio Manual of Uniform Traffic Control Devices Signal Warrants 1. Eight-Hour Vehicular Volume 2. Four-Hour Vehicular Volume 3. Peak Hour 4. Pedestrian Volume 5. School Crossing 6. Coordinated Signal System 7. Crash Experience 8. Roadway Network 9. Intersection Near a Grade Crossing
6 So Why Study? OMUTCD Ohio Manual of Uniform Traffic Control Devices Signal Warrants 1. Eight-Hour Vehicular Volume 2. Four-Hour Vehicular Volume 3. Peak Hour 4. Pedestrian Volume 5. School Crossing 6. Coordinated Signal System 7. Crash Experience 8. Roadway Network 9. Intersection Near a Grade Crossing
7 So Why Study? OMUTCD Ohio Manual of Uniform Traffic Control Devices Signal Warrants 1. Eight-Hour Vehicular Volume 2. Four-Hour Vehicular Volume 3. Peak Hour 4. Pedestrian Volume 5. School Crossing 6. Coordinated Signal System 7. Crash Experience 8. Roadway Network 9. Intersection Near a Grade Crossing
8 So Why Study? OMUTCD Ohio Manual of Uniform Traffic Control Devices Signal Warrants 1. Eight-Hour Vehicular Volume 2. Four-Hour Vehicular Volume 3. Peak Hour 4. Pedestrian Volume 5. School Crossing 6. Coordinated Signal System 7. Crash Experience 8. Roadway Network 9. Intersection Near a Grade Crossing
9 So Why Study? OMUTCD Ohio Manual of Uniform Traffic Control Devices Signal Warrants 1. Eight-Hour Vehicular Volume 2. Four-Hour Vehicular Volume 3. Peak Hour 4. Pedestrian Volume 5. School Crossing 6. Coordinated Signal System 7. Crash Experience 8. Roadway Network 9. Intersection Near a Grade Crossing Basis for Installation or Removal
10 So Why Study? OMUTCD Ohio Manual of Uniform Traffic Control Devices Signal Warrants 1. Eight-Hour Vehicular Volume 2. Four-Hour Vehicular Volume 3. Peak Hour 4. Pedestrian Volume 5. School Crossing 6. Coordinated Signal System 7. Crash Experience 8. Roadway Network 9. Intersection Near a Grade Crossing Basis for Installation or Removal
11 So Why Study? OMUTCD Ohio Manual of Uniform Traffic Control Devices Signal Warrants 1. Eight-Hour Vehicular Volume 2. Four-Hour Vehicular Volume 3. Peak Hour 4. Pedestrian Volume 5. School Crossing 6. Coordinated Signal System 7. Crash Experience 8. Roadway Network 9. Intersection Near a Grade Crossing Basis for Installation or Removal
12 So Why Study? OMUTCD Ohio Manual of Uniform Traffic Control Devices Signal Warrants 1. Eight-Hour Vehicular Volume 2. Four-Hour Vehicular Volume 3. Peak Hour 4. Pedestrian Volume 5. School Crossing 6. Coordinated Signal System 7. Crash Experience 8. Roadway Network 9. Intersection Near a Grade Crossing Basis for Installation or Removal Advantages & Disadvantages
13 So Why Study? OMUTCD Ohio Manual of Uniform Traffic Control Devices Signal Warrants 1. Eight-Hour Vehicular Volume 2. Four-Hour Vehicular Volume 3. Peak Hour 4. Pedestrian Volume 5. School Crossing 6. Coordinated Signal System 7. Crash Experience 8. Roadway Network 9. Intersection Near a Grade Crossing Basis for Installation or Removal Advantages & Disadvantages
14 So Why Study? OMUTCD Ohio Manual of Uniform Traffic Control Devices Signal Warrants 1. Eight-Hour Vehicular Volume 2. Four-Hour Vehicular Volume 3. Peak Hour 4. Pedestrian Volume 5. School Crossing 6. Coordinated Signal System 7. Crash Experience 8. Roadway Network 9. Intersection Near a Grade Crossing Basis for Installation or Removal Advantages & Disadvantages
15 So Why Study? OMUTCD Ohio Manual of Uniform Traffic Control Devices Signal Warrants 1. Eight-Hour Vehicular Volume 2. Four-Hour Vehicular Volume 3. Peak Hour 4. Pedestrian Volume 5. School Crossing 6. Coordinated Signal System 7. Crash Experience 8. Roadway Network 9. Intersection Near a Grade Crossing Basis for Installation or Removal Advantages & Disadvantages As maintaining agency periodic review of all traffic signals is necessary.
16 So Why Study? OMUTCD Ohio Manual of Uniform Traffic Control Devices Signal Warrants 1. Eight-Hour Vehicular Volume 2. Four-Hour Vehicular Volume 3. Peak Hour 4. Pedestrian Volume 5. School Crossing 6. Coordinated Signal System 7. Crash Experience 8. Roadway Network 9. Intersection Near a Grade Crossing Basis for Installation or Removal Advantages & Disadvantages As maintaining agency periodic review of all traffic signals is necessary. Funding need to know if the traffic signals are warranted.
17 So Why Study? OMUTCD Ohio Manual of Uniform Traffic Control Devices Signal Warrants 1. Eight-Hour Vehicular Volume 2. Four-Hour Vehicular Volume 3. Peak Hour 4. Pedestrian Volume 5. School Crossing 6. Coordinated Signal System 7. Crash Experience 8. Roadway Network 9. Intersection Near a Grade Crossing Basis for Installation or Removal Advantages & Disadvantages As maintaining agency periodic review of all traffic signals is necessary. Funding need to know if the traffic signals are warranted. Suggested improvements for the signals remaining.
18 Project Information Analyzed thirteen (13) signalized intersections in the downtown area Reviewed the operations and timing at each location Locations included: 1. High & Wayne 2. High & Main 3. High & Front 4. Spring & Wayne 5. Spring & Main 6. Spring & Front 7. Spring & Ped. #1 8. Spring & Ped #2 9. Spring & Chestnut 10. Spring & Spruce 11. Spring & Pine 12. Spring & Vine 13. Main & South Analysis included: turn movement counts, signal warrant analysis, operations analysis, and recommendations for potential operation improvements.
19 Map of Improvements
20 Existing Signals to be Rebuilt Main & High, Main & Spring, Main & South, Spring & Spruce to be rebuilt/upgraded in the future as funding allows
21 Existing Signals to be Rebuilt MAIN STREET & HIGH STREET: Upgrade signal to meet OMUTCD & ODOT Standards. Adjust signal timing. Add a left turn phase for the NB and SB directions. Add side and main street detection. Install pedestrian signals/pushbuttons. Update curb ramps. Main & High, Main & Spring, Main & South, Spring & Spruce to be rebuilt/upgraded in the future as funding allows
22 Existing Signals to be Rebuilt MAIN STREET & SPRING STREET: Upgrade signal to meet OMUTCD & ODOT Standards. Adjust signal timing. Add a left turn phasing. Add side and main street detection. Install pedestrian signals/pushbuttons. Update curb ramps. Install left turn signs to mast arms. Main & High, Main & Spring, Main & South, Spring & Spruce to be rebuilt/upgraded in the future as funding allows
23 Existing Signals to be Rebuilt SPRING STREET & SPRUCE STREET: Upgrade signal to meet OMUTCD & ODOT Standards. Adjust signal timing. Add side and main street detection. Install pedestrian signals/pushbuttons. Update the SE & NE curb ramps. Main & High, Main & Spring, Main & South, Spring & Spruce to be rebuilt/upgraded in the future as funding allows
24 Existing Signals to be Rebuilt MAIN STREET & SOUTH STREET: Upgrade signal to meet OMUTCD & ODOT Standards. Adjust signal timing. Add side and main street detection. Install pedestrian signals/pushbuttons. Update the curb ramps. Main & High, Main & Spring, Main & South, Spring & Spruce to be rebuilt/upgraded in the future as funding allows
25 Existing Signals to be Removed
26 Wayne St. & High Street Remove existing traffic signal and install four-way stop. Existing poles and overhead lights to remain. Existing signal is not warranted. No intersection sight distance issues. 2 crashes in 3 years.
27 High St. & Front Street Remove existing traffic signal and install four-way stop. Existing signal is not warranted. 4 crashes in 3 years. On-street parking to remain. Update curb ramps to meet current ADA requirements.
28 Wayne St. & Spring Street Remove existing traffic signal and install four-way stop. Strain poles are to remain, since luminaires are on the poles. Existing signal is not warranted. 3 crashes in 3 years.
29 Spring St. & Front Street Remove existing traffic signal with Spring Street Reconstruction project. Install two-way stop along Front Street. Existing signal is not warranted. Buildings create ISD problems. 8 crashes in 3 years.
30 Spring St. & Front Street Remove existing traffic signal with Spring Street Reconstruction project. Install two-way stop along Front Street. Existing signal is not warranted. Buildings create ISD problems. 8 crashes in 3 years. Bump outs Increase ISD & shorter pedestrian crossing
31 Pedestrian Crossings & Spring Street Remove existing pedestrian signal. Install pedestrian signs and enhance crosswalks with pavement markings. Existing signals are not warranted. 2 crashes at West crossing 4 crashes at East crossing
32 Pedestrian Crossings & Spring Street Remove existing pedestrian signal. Install pedestrian signs and enhance crosswalks with pavement markings. Existing signals are not warranted. 2 crashes at West crossing 4 crashes at East crossing Consider installing a Rectangular Rapid Flashing Beacon (RRFB)
33 Chestnut Street & Spring Street Remove existing traffic signal with Spring Street Reconstruction Project. Install two-way stop along Chestnut Street. EB approach should be restriped to a single Left/Thru/Right lane. Update curb ramps to meet ADA requirements Signal is not warranted. 4 crashes in 3 years. Buildings on SE & SW corners create ISD problems.
34 Chestnut Street & Spring Street Remove existing traffic signal with Spring Street Reconstruction Project. Install two-way stop along Chestnut Street. EB approach should be restriped to a single Left/Thru/Right lane. Update curb ramps to meet ADA requirements Signal is not warranted. 4 crashes in 3 years. Buildings on SE & SW corners create ISD problems. Bump outs improve ISD
35 Spring Street & Pine Street Signal is not warranted. 4 crashes in 3 years. Remove existing traffic signal. Install two-way stop along Pine Street. Remove 1-2 spots to further enhance ISD. Update curb ramps on NW & NE corners.
36 Spring Street & Vine Street Signal is not warranted. 4 crashes in 3 years Remove existing traffic signal. Install two-way stop along Vine Street. Remove approx. 100 ft. of parking along the east leg of Spring St. on the north side to increase ISD. Update the NW & NE curb ramps.
37 Map of Improvements
38 Questions Craig Moeller City of St. Marys X3118 Craig Eley Choice One Engineering Allan Heitbrink Choice One Engineering
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