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LOW COST SAFETY IMPROVEMENTS

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LOW COST SAFETY IMPROVEMENTS Practitioner Workshop Exercise C Session #9 Exercise Learning Objectives: Analyze traffic crash crash and other engineering ... – PowerPoint PPT presentation

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Title: LOW COST SAFETY IMPROVEMENTS


1
LOW COST SAFETY IMPROVEMENTS
Practitioner Workshop Exercise C Session 9
2
Exercise
  • Learning Objectives
  • Analyze traffic crash crash and other engineering
    information
  • Select appropriate low cost safety and
    engineering Countermeasures

3
Traffic Signals Exercise XII Naper Blvd and
Plank Rd
  • Remedy of Naper Blvd Plank Road Traffic Signal

Northbound Naper Blvd at Plank Road
4
Traffic Signals Exercise XII Naper Blvd and
Plank Rd
  • Remedy of Naper Blvd Plank Road Traffic Signal

Southbound Naper Blvd approaching Plank Road
At 280 feet back from Stop Bar
5
Traffic Signals Exercise XII Naper Blvd and
Plank Rd
  • Remedy of Naper Blvd Plank Road Traffic Signal

MUTCD Requires 460 feet of visibility
At 450 feet back
Southbound Naper Blvd approaching Plank Road
6
Traffic Signals Exercise XII Naper Blvd and
Plank Rd
  • Remedy of Naper Blvd Plank Road Traffic Signal

Southbound Naper Blvd at Ogden Av toward Plank
Road
7
Traffic Signals Exercise XII Naper Blvd and
Plank Rd
  • Remedy of Naper Blvd Plank Road Traffic Signal
  • The intersection of Naper Blvd with Plank Road
    was improved to traffic signal control in 1985
    with the construction of Naper Blvd, a new 4 lane
    major arterial connecting south portions of
    Naperville, IL to the Illinois Tollway
    interchange to the north.
  • Plank Road is collector street with 5,500 ADT
  • Traffic crash experience averaged 15 per year
    with 6 to 8 serious injury crashes for the years
    1985 thru 1991
  • Traffic volumes on Naper Blvd started at 12,000
    ADT in 1985 and grew to 28,000 ADT by 1991

8
Traffic Signals Exercise XII Naper Blvd and
Plank Rd
  • Speed limit on Naper Blvd is 40 mph 85th
    percentile speeds are 48 mph speed limit on
    Plank Road is 35 mph.
  • Traffic signals were added to the north of this
    signal and a closed loop signal system was
    installed in late 1991.
  • Traffic volumes on Naper Blvd started at 12,000
    ADT in 1985 and grew to 28,000 ADT by 1991.
  • Traffic crash experience averaged 15 per year
    with 6 to 8 serious injury crashes for the years
    1985 thru 1991
  • In early 1992, a multi-vehicle crash with
    fatalities was followed by two fatal crashes
    1993 had 4 fatalities, 9 serious injury crashes
    out of a total of 28

9
Traffic Signals Exercise XII Naper Blvd and
Plank Rd
  • Visibility of the signals was a significant
    issue southbound traffic could not see the far
    side indications until a point 280 feet from the
    stop bar visibility of the northbound signals
    was slightly better at 350 feet.
  • Review of the engineering plans identified that
    the signal design was for tangent approaches the
    actual conditions in the field were a reverse 35
    mph 6 degree curve.
  • Signal heads were far side only with 12
    sections and backplates
  • Review of Clearance Intervals (Yellow and Red)
    was carried out for 45 mph approach speeds and
    found to be consistent with ITE practice.

10
Traffic Signals Exercise XII Naper Blvd and
Plank Road
  • What low cost safety countermeasures would you
    consider?
  • What is the safety effect (CRF) for each?

Discussion
11
Traffic Signals Exercise XII Naper Blvd and
Plank Rd
  • Case Study J Remedy of Naper Blvd Plank Road
    Traffic Signal

Signal Timing /Coordination and Visibility
Improvement
Additional Supplemental Near-Side Signal
Northbound Naper Blvd at Plank Road
12
Traffic Signals Exercise XII Naper Blvd and
Plank Rd
  • Case Study J Remedy of Naper Blvd Plank Road
    Traffic Signal

Signal Timing /Coordination Visibility Improvement
Advance Warning Sign with Yellow Flasher
Southbound Naper Blvd approaching Plank Road
13
Traffic Signals Exercise XII Naper Blvd and
Plank Rd
  • Case Study J Remedy of Naper Blvd Plank Road
    Traffic Signal

Signal Timing /Coordination and Visibility
Improvement
Additional Supplemental Near-Side Signal
Southbound Naper Blvd at Plank Road
14
Traffic Signals Exercise XII Naper Blvd and
Plank Rd
  • Case Study J Remedy of Naper Blvd Plank Road
    Traffic Signal

Signal Timing /Coordination Visibility Improvement
Additional Supplemental Near-Side Signal
At 450 feet back from Stop Bar
Southbound Naper Blvd approaching Plank Road
15
Traffic Signals Exercise XII Naper Blvd and
Plank Rd
  • Case Study J Remedy of Naper Blvd Plank Road
    Traffic Signal

Signal Timing /Coordination Visibility Improvement
Additional Supplemental Near-Side Signal
Southbound Naper Blvd at Ogden Av toward Plank
Road
16
Traffic Signals Exercise XII Naper Blvd and
Plank Rd
  • Case Study J Remedy of Naper Blvd Plank Road
    Traffic Signal

After Crash experience is 8 crashes per year or
less for 1996-2002 with no serious injury or
fatals
Signal Timing /Coordination Visibility Improvement
Advance Warning Sign Be Prepared to Stop with
When Flashing Plaque with Flasher tied to
Controller
Northbound Naper Blvd approaching Plank Road
17
Exercise
  • Learning Objectives
  • Analyzed traffic crash crash and other
    engineering information
  • Selected appropriate low cost safety and
    engineering Countermeasures

18
Exercise
  • Questions?
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