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Traffic Safety on Bus Corridors
Nicolae Duduta
EMBARQ, World Resources Institute
ALC BRT Center of Excellence Webinar
September 27, 2013 11am EST
Please mute your microphones
What is the overall safety impact from implementing a BRT,
Busway, or other type of bus system?
What are the factors that impact safety performance on a
bus corridor?
How do safety countermeasures impact operational
performance?
Case studies
Summary
Depends on the configuration of the new bus system,
but also on what was there before
Here: Calz. Independencia (Guadalajara) before BRT
Overall safety impact
Overall safety impact
Reduction in the number of
lanes
Shorter
pedestrian
crossings
Central
median
Existing buses and minibuses
replaced with a single
operating agency
Overall safety impact
Overall safety impact
What is the overall safety impact from implementing a BRT,
Busway, or other type of bus system?
What are the factors that impact safety performance on
a bus corridor?
How do safety countermeasures impact operational
performance?
Summary
Crash frequency models
Statistical models that aim to explain differences in crash
rates at different locations through variables including traffic
volumes, street geometry, land uses, etc.
The preferred probability distributions for modeling crash
data are Poisson and, more commonly, negative binomial
The same street characteristic (e.g. block sizes) will have
different impacts on crashes at different levels of severity
It is recommended to develop crash frequency models for
different types of crashes (e.g. vehicle collisions, pedestrian
crashes, severe crashes, property damage crashes, etc.)
Crash frequency model results
Guadalajara
Crash frequency model results
Mexico City
Safety impact analysis showed statistically significant safety improvements post
BRT implementation
Crash frequency model results
Removal of one
lane per
approach: -28%
crashes
Crosswalk
shortened by 10m:
-26% pedestrian
crashes
Central median:
-28% vehicle collisions
Left turn
prohibitions:
-20% all crash
types
The safest place to be on a bus corridor is inside the bus
The most dangerous place: walking to and from the station
Fatalities on bus corridors
Fatalities by
Road User
Type
0%
Pedestrians
54%
Car
occupants
23%
Motorcyclists
10%
Bicyclists
5% Other
8%
Delhi Busway
Traffic speeds and block sizes
For each additional 10 m (30’) between signalized
intersections:
• 2% decrease in all crashes
• 3% increase in severe crashes
TransMilenio, Av. Caracas, Bogota
Traffic speeds and block sizes
TransOeste BRT, Rio de Janeiro
Traffic speeds and block sizes
Av. das America, Rio de Janeiro
Speed management
Av. Caracas, Bogota
Metrobus Line 2, Mexico City
Pedestrians do not use bridges and prefer to cross under them
Crash frequency model: bridges have no statistically significant
impact on pedestrian safety on urban arterials
Pedestrian bridges
Metrobus BRT, Istanbul
Pedestrian bridges are a good solution on expressways
Crash frequency model: bridges are strongly correlated with lower
pedestrian crash frequencies on expressways
Pedestrian bridges
Curbside bus lane, Eje 2 Oriente, Mexico City
Mid-block signalized crosswalks
What is the overall safety impact from implementing a
BRT, Busway, or other type of bus system?
What are the factors that impact safety performance on a
bus corridor?
How do safety countermeasures impact operational
performance?
Summary
Case study: TransOeste BRT, Rio de Janeiro
Road safety inspection – proposed safety countermeasures
targeted at speed reductions and improved pedestrian safety
Microsimulation model – test the impact of countermeasures
on operational performance
Safety recommendations
Reducing speed from 70kmh to 60kmh (30 kmh at stations)
Adding mid-block signalized crossings
Reducing pedestrian signal delay
Pedestrian delay issues - TransOeste
Mid-block signalized crosswalk, Av. das Americas
Pedestrian delay issues - TransOeste
Mid-block signalized crosswalk, Av. das Americas
Pedestrian delay issues - TransOeste
HCM recommends keeping pedestrian delay under 30 seconds (ideally under 10)
Impact on operations
* Speed variability is defined here as the ratio of the standard deviation to the mean
commercial speed, for all vehicles generated in the simulation. A lower speed
variability coefficient indicates more reliable service.
Slight negative impact on commercial speed (though still above 25kmh
benchmark)
Slight increase in travel times (+6 min terminal to terminal)
Lower speed variability (i.e. more reliable service)
Potential for significant safety benefits
Nicolae Duduta, nduduta@wri.org
EMBARQ.org
Further reading on this topic:
EMBARQ’s safe design guidelines for BRT:
http://www.embarq.org/en/traffic-safety-bus-corridors-pilot-version-road-
test
A TRR paper including the crash frequency models:
http://www.brt.cl/understanding-road-safety-impact-of-high-performance-
bus-rapid-transit-and-busway-design-features-2/
Next steps

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Traffic safety on bus corridors - Nicolae Duduta - 27-Oct-2013

  • 1. Traffic Safety on Bus Corridors Nicolae Duduta EMBARQ, World Resources Institute ALC BRT Center of Excellence Webinar September 27, 2013 11am EST Please mute your microphones
  • 2. What is the overall safety impact from implementing a BRT, Busway, or other type of bus system? What are the factors that impact safety performance on a bus corridor? How do safety countermeasures impact operational performance? Case studies Summary
  • 3. Depends on the configuration of the new bus system, but also on what was there before Here: Calz. Independencia (Guadalajara) before BRT Overall safety impact
  • 4. Overall safety impact Reduction in the number of lanes Shorter pedestrian crossings Central median Existing buses and minibuses replaced with a single operating agency
  • 5.
  • 8. What is the overall safety impact from implementing a BRT, Busway, or other type of bus system? What are the factors that impact safety performance on a bus corridor? How do safety countermeasures impact operational performance? Summary
  • 9. Crash frequency models Statistical models that aim to explain differences in crash rates at different locations through variables including traffic volumes, street geometry, land uses, etc. The preferred probability distributions for modeling crash data are Poisson and, more commonly, negative binomial The same street characteristic (e.g. block sizes) will have different impacts on crashes at different levels of severity It is recommended to develop crash frequency models for different types of crashes (e.g. vehicle collisions, pedestrian crashes, severe crashes, property damage crashes, etc.)
  • 10. Crash frequency model results Guadalajara
  • 11. Crash frequency model results Mexico City Safety impact analysis showed statistically significant safety improvements post BRT implementation
  • 12. Crash frequency model results Removal of one lane per approach: -28% crashes Crosswalk shortened by 10m: -26% pedestrian crashes Central median: -28% vehicle collisions Left turn prohibitions: -20% all crash types
  • 13. The safest place to be on a bus corridor is inside the bus The most dangerous place: walking to and from the station Fatalities on bus corridors Fatalities by Road User Type 0% Pedestrians 54% Car occupants 23% Motorcyclists 10% Bicyclists 5% Other 8%
  • 14. Delhi Busway Traffic speeds and block sizes For each additional 10 m (30’) between signalized intersections: • 2% decrease in all crashes • 3% increase in severe crashes
  • 15. TransMilenio, Av. Caracas, Bogota Traffic speeds and block sizes
  • 16. TransOeste BRT, Rio de Janeiro Traffic speeds and block sizes
  • 17. Av. das America, Rio de Janeiro Speed management Av. Caracas, Bogota
  • 18. Metrobus Line 2, Mexico City Pedestrians do not use bridges and prefer to cross under them Crash frequency model: bridges have no statistically significant impact on pedestrian safety on urban arterials Pedestrian bridges
  • 19. Metrobus BRT, Istanbul Pedestrian bridges are a good solution on expressways Crash frequency model: bridges are strongly correlated with lower pedestrian crash frequencies on expressways Pedestrian bridges
  • 20. Curbside bus lane, Eje 2 Oriente, Mexico City Mid-block signalized crosswalks
  • 21. What is the overall safety impact from implementing a BRT, Busway, or other type of bus system? What are the factors that impact safety performance on a bus corridor? How do safety countermeasures impact operational performance? Summary
  • 22. Case study: TransOeste BRT, Rio de Janeiro Road safety inspection – proposed safety countermeasures targeted at speed reductions and improved pedestrian safety Microsimulation model – test the impact of countermeasures on operational performance
  • 23. Safety recommendations Reducing speed from 70kmh to 60kmh (30 kmh at stations) Adding mid-block signalized crossings Reducing pedestrian signal delay
  • 24. Pedestrian delay issues - TransOeste Mid-block signalized crosswalk, Av. das Americas
  • 25. Pedestrian delay issues - TransOeste Mid-block signalized crosswalk, Av. das Americas
  • 26. Pedestrian delay issues - TransOeste HCM recommends keeping pedestrian delay under 30 seconds (ideally under 10)
  • 27. Impact on operations * Speed variability is defined here as the ratio of the standard deviation to the mean commercial speed, for all vehicles generated in the simulation. A lower speed variability coefficient indicates more reliable service. Slight negative impact on commercial speed (though still above 25kmh benchmark) Slight increase in travel times (+6 min terminal to terminal) Lower speed variability (i.e. more reliable service) Potential for significant safety benefits
  • 28.
  • 29. Nicolae Duduta, nduduta@wri.org EMBARQ.org Further reading on this topic: EMBARQ’s safe design guidelines for BRT: http://www.embarq.org/en/traffic-safety-bus-corridors-pilot-version-road- test A TRR paper including the crash frequency models: http://www.brt.cl/understanding-road-safety-impact-of-high-performance- bus-rapid-transit-and-busway-design-features-2/ Next steps