downtown signals traffic analysis · 2018-04-17 · coordinated signal system 7. ... • advantages...
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Who We AreCraig Eley, P.Eo Previously the ODOT D7 Traffic
and Safety Engineer.o 25+ years in traffic.o 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 2014.o Joined Choice One in 2015.
Allan Heitbrink, P.E.o Graduated from University of
Dayton in 2013, BS in Civil Engineering.
o Joined Choice One in 2013.
o Northwestern Center for Public Safety in Chicago, 2014.
o Concentrating on traffic engineering.
o Project Engineer and Lead Designer on 35 traffic signals.
So Why Study?• OMUTCD – Ohio Manual of Uniform Traffic Control Devices• Signal Warrants –
1. Eight-Hour Vehicular Volume2. Four-Hour Vehicular Volume3. Peak Hour4. Pedestrian Volume5. School Crossing6. Coordinated Signal System7. Crash Experience8. Roadway Network9. Intersection Near a Grade Crossing
So Why Study?• OMUTCD – Ohio Manual of Uniform Traffic Control Devices• Signal Warrants –
1. Eight-Hour Vehicular Volume2. Four-Hour Vehicular Volume3. Peak Hour4. Pedestrian Volume5. School Crossing6. Coordinated Signal System7. Crash Experience8. Roadway Network9. Intersection Near a Grade Crossing
So Why Study?• OMUTCD – Ohio Manual of Uniform Traffic Control Devices• Signal Warrants –
1. Eight-Hour Vehicular Volume2. Four-Hour Vehicular Volume3. Peak Hour4. Pedestrian Volume5. School Crossing6. Coordinated Signal System7. Crash Experience8. Roadway Network9. Intersection Near a Grade Crossing
So Why Study?• OMUTCD – Ohio Manual of Uniform Traffic Control Devices• Signal Warrants –
1. Eight-Hour Vehicular Volume2. Four-Hour Vehicular Volume3. Peak Hour4. Pedestrian Volume5. School Crossing6. Coordinated Signal System7. Crash Experience8. Roadway Network9. Intersection Near a Grade Crossing
So Why Study?• OMUTCD – Ohio Manual of Uniform Traffic Control Devices• Signal Warrants –
1. Eight-Hour Vehicular Volume2. Four-Hour Vehicular Volume3. Peak Hour4. Pedestrian Volume5. School Crossing6. Coordinated Signal System7. Crash Experience8. Roadway Network9. Intersection Near a Grade Crossing
So Why Study?• OMUTCD – Ohio Manual of Uniform Traffic Control Devices• Signal Warrants –
1. Eight-Hour Vehicular Volume2. Four-Hour Vehicular Volume3. Peak Hour4. Pedestrian Volume5. School Crossing6. Coordinated Signal System7. Crash Experience8. Roadway Network9. Intersection Near a Grade Crossing
• Basis for Installation or Removal
So Why Study?• OMUTCD – Ohio Manual of Uniform Traffic Control Devices• Signal Warrants –
1. Eight-Hour Vehicular Volume2. Four-Hour Vehicular Volume3. Peak Hour4. Pedestrian Volume5. School Crossing6. Coordinated Signal System7. Crash Experience8. Roadway Network9. Intersection Near a Grade Crossing
• Basis for Installation or Removal
So Why Study?• OMUTCD – Ohio Manual of Uniform Traffic Control Devices• Signal Warrants –
1. Eight-Hour Vehicular Volume2. Four-Hour Vehicular Volume3. Peak Hour4. Pedestrian Volume5. School Crossing6. Coordinated Signal System7. Crash Experience8. Roadway Network9. Intersection Near a Grade Crossing
• Basis for Installation or Removal
So Why Study?• OMUTCD – Ohio Manual of Uniform Traffic Control Devices• Signal Warrants –
1. Eight-Hour Vehicular Volume2. Four-Hour Vehicular Volume3. Peak Hour4. Pedestrian Volume5. School Crossing6. Coordinated Signal System7. Crash Experience8. Roadway Network9. Intersection Near a Grade Crossing
• Basis for Installation or Removal• Advantages & Disadvantages
So Why Study?• OMUTCD – Ohio Manual of Uniform Traffic Control Devices• Signal Warrants –
1. Eight-Hour Vehicular Volume2. Four-Hour Vehicular Volume3. Peak Hour4. Pedestrian Volume5. School Crossing6. Coordinated Signal System7. Crash Experience8. Roadway Network9. Intersection Near a Grade Crossing
• Basis for Installation or Removal• Advantages & Disadvantages
So Why Study?• OMUTCD – Ohio Manual of Uniform Traffic Control Devices• Signal Warrants –
1. Eight-Hour Vehicular Volume2. Four-Hour Vehicular Volume3. Peak Hour4. Pedestrian Volume5. School Crossing6. Coordinated Signal System7. Crash Experience8. Roadway Network9. Intersection Near a Grade Crossing
• Basis for Installation or Removal• Advantages & Disadvantages
So Why Study?• OMUTCD – Ohio Manual of Uniform Traffic Control Devices• Signal Warrants –
1. Eight-Hour Vehicular Volume2. Four-Hour Vehicular Volume3. Peak Hour4. Pedestrian Volume5. School Crossing6. Coordinated Signal System7. Crash Experience8. Roadway Network9. Intersection Near a Grade Crossing
• Basis for Installation or Removal• Advantages & Disadvantages• As maintaining agency – periodic review of all traffic signals is necessary.
So Why Study?• OMUTCD – Ohio Manual of Uniform Traffic Control Devices• Signal Warrants –
1. Eight-Hour Vehicular Volume2. Four-Hour Vehicular Volume3. Peak Hour4. Pedestrian Volume5. School Crossing6. Coordinated Signal System7. Crash Experience8. Roadway Network9. 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.
So Why Study?• OMUTCD – Ohio Manual of Uniform Traffic Control Devices• Signal Warrants –
1. Eight-Hour Vehicular Volume2. Four-Hour Vehicular Volume3. Peak Hour4. Pedestrian Volume5. School Crossing6. Coordinated Signal System7. Crash Experience8. Roadway Network9. 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.
Project Information• Analyzed thirteen (13) signalized intersections in the downtown area• Reviewed the operations and timing at each location
• Locations included: 1. High & Wayne2. High & Main3. High & Front4. Spring & Wayne5. Spring & Main6. Spring & Front7. Spring & Ped. #18. Spring & Ped #29. Spring & Chestnut10. Spring & Spruce11. Spring & Pine12. Spring & Vine13. Main & South
• Analysis included: turn movement counts, signal warrant analysis, operations analysis, and recommendations for potential operation improvements.
Existing Signals to be Rebuilt
• Main & High, Main & Spring, Main & South, Spring & Spruce to be rebuilt/upgraded in the future as funding allows
Existing Signals to be Rebuilt
• Main & High, Main & Spring, Main & South, Spring & Spruce to be rebuilt/upgraded in the future as funding allows
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.
Existing Signals to be Rebuilt
• Main & High, Main & Spring, Main & South, Spring & Spruce to be rebuilt/upgraded in the future as funding allows
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.
Existing Signals to be Rebuilt
• Main & High, Main & Spring, Main & South, Spring & Spruce to be rebuilt/upgraded in the future as funding allows
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.
Existing Signals to be Rebuilt
• Main & High, Main & Spring, Main & South, Spring & Spruce to be rebuilt/upgraded in the future as funding allows
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.
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.
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.
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.
• 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.
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.
Spring St. & Front Street
Bump outs – Increase ISD & shorter pedestrian crossing
• 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
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)
Pedestrian Crossings& 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.
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.
Chestnut Street & Spring Street
Bump outs improve ISD
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.
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.
QuestionsCraig MoellerCity of St. Marys419.394.3303 [email protected]
Craig EleyChoice One [email protected]
Allan HeitbrinkChoice One [email protected]