S thompson 11.15.13

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Presenter: Sam R. Thompson, E.I.T Graduate Research Assistant Portland State University Civil & Environmental Engineering Bicyclist Compliance at Signalized Intersections: The makings of a thesis Friday Transportation Seminar November 15, 2013

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Sam Thompson, Portland State University

Transcript of S thompson 11.15.13

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Presenter:  Sam  R.  Thompson,  E.I.T  Graduate  Research  Assistant  Portland  State  University  Civil  &  Environmental  Engineering  

Bicyclist Compliance at Signalized Intersections: The makings of a thesis

Friday  Transportation  Seminar  November  15,  2013  

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Introduction Methodology Results Outcomes Continuing Work Acknowledgements

Why study cyclist compliance?

§  Growing  mode  of  utilitarian  travel  ú  Room  for  further  growth  

   Increasingly  bicycle-­‐friendly  transportation  policy     Decline  in  car  use  by  younger  generations     Large  percentage  of  trips  are  bikeable  (under  3  miles)  

§  Little  is  known  about  the  actual  compliance  rates  for  cyclists  in  the  United  States.  ú  Much  anecdotal  evidence  of  cyclist  non-­‐compliance.  

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Origins of the study

§  Part  of  Operational  Guidance  for  Bicycle-­‐specific  Traffic  Signals  project  with  ODOT  ú  DISCLAIMER  

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Data Collection

§  Two  data  sources:  ú  City  of  Portland  

   Archived  from    previous  research  

   3  intersections  ú  Portland  ú  Bicycle-­‐specific  Signals  

ú   Portland  State     Project-­‐specific     4  intersections  

ú  Varying  intersection  characteristics/locations  

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City  of  Portland  Footage  

PSU  Study-­‐Specific  Footage  PSU  Camera  Setup  

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Data Reduction

§  Cyclists  were  eligible  to  become  part  of  the  study  if  they  were  observed  to:  ú  Arrive  on  the  red  indication  ú  Utilize  bicycle  infrastructure  (and  bicycle  signal  where  applicable)  on  both  sides  of  the  intersection  

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Data Reduction

§  Three  types  of  data  collected:  ú  Descriptive  ú  Event  ú  Compliance-­‐  specific  

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Bike  Type:  Mountain  

Helmet:  Yes  

Cargo:  Yes  

Car  in  Adjacent  Lane:  Yes  

Clothing  Type:  Casual  

Sex:  Male  

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Compliance Indicators

§  Compliant  §  Non-­‐compliant  

1.  Gap  Accepted  2.  Signal  Jump  

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Compliance Indicators

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Gap  Accepted  

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Compliance Indicators

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Signal  Jump  

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Results

§  Total  of  2,617  cyclists  §  Compliance  Rate:  89.7%  

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Compliance  Indicator Percent Number  of  Observations

Compliant 89.7 1809 Gap  Accepted 5.9 118 Signal  Jump 4.3 87

Other 0.1 3

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Comparison to Other Modes

§  The  average  non-­‐compliance  rate  for  pedestrians  is  15.8%2.  ú  Cyclists  in  this  study  had  combined  violation  rate  for  signal  jumps  and  accepted  gaps  of  7.8%  

§  Motorists  were  found  to  run  red  indications  at  a  rate  of  1.3%3.  ú  Cyclists  in  this  study  accepted  gaps  at  a  rate  of  4.5%.  

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Compliance at Bike-Specific Signals

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100%

75%

50%

25%

0%

Compliant  

Gap  Accepted  

Signal  Jump  

Other  

No  Bike  Signal   Bike  Signal  

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Compliance per Location

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Compliant  

Gap  Accepted  

Signal  Jump  

Other  

100%

75%

50%

25%

0%

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Compliance by Presence of Cargo

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100%

75%

50%

25%

0%

Compliant  

Gap  Accepted  

Signal  Jump  

Other  

No  Cargo   Some  Cargo  

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Compliance by Helmet Use

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100%

75%

50%

25%

0%

Compliant  

Gap  Accepted  

Signal  Jump  

Other  

Helmet   No  Helmet  

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Compliance by Peak Period

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100%

75%

50%

25%

0%

Compliant  

Gap  Accepted  

Signal  Jump  

Other  

AM   Off  Peak  PM  

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Compliance by Wait Time

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100%

75%

50%

25%

0%

Gap  Accepted  

Signal  Jump  

Other  

Wait  Time  (sec)  0 20 40 60

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Gap Accepted by Cross Traffic

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4

3

2

1

0

Cross  Traffic  (veh/hr)  0 500 1000 1500

Ratio

 of  A

ccep

ted  Gap

 to  AASH

TO  BCT

 

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Introduction Methodology Results Outcomes Continuing Work Acknowledgements

Outcomes

§  Compliance  at  bicycle-­‐specific  signals  is  comparable  to  compliance  at  traditional  signals  ú  Cyclists  understand  bicycle  signals  

§  Observed  compliance  nearly  90%  

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Continuing Work

§  Further  analysis  needed  ú  Previous  analysis  was  descriptive  ú  Varying  compliance  at  study  locations  ú  Risk-­‐taking  profile  for  non-­‐compliant  cyclists  

   More  likely  to  not  wear  a  helmet     Not  influenced  by  wait  time     Minimum  gap  accepted  equal  to  or  less  than  minimum  crossing  time  (determined  by  AASHTO)  for  high  volume  intersections.  

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Continuing Work -- Modeling

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[PRELIMINARY]  Factors  Affecting  Gap  Acceptance  

#  Cyclists  Already  Waiting  

Sex  =  Female  

Cross  Traffic  Squared  

Lack  of  helmet  

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Continuing Work – Survey

§  Personality  type  §  Justifications  §  Intersection  types  §  Demographics  

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Acknowledgements

§  Oregon  DOT  Research  Project  TAC  §  OTREC  and  Oregon  DOT  §  Dr.  Christopher  Monsere,  Dr.  Miguel  Figliozzi,  Kirk  Paulsen  

§  All  the  potential  takers  of  the  attitudes  survey  

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Sam  Thompson  [email protected]  

Find  interim  report,  TRB  papers,  and  presentations  at  http://bit.ly/SxRrZd  

*  Opening  photo  credit  via  itdp  @  flickr  

Questions?

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Introduction Methodology Results Outcomes Continuing Work Acknowledgements

References for Discussion 1.  Zeeger,  C.  V.,  &  Cynecki,  M.  J.  (1985).  Determination  of  Motorist  Violations  

and  Pedestrian-­‐related  Countermeasures  Related  to  Right-­‐Turn-­‐On-­‐Red.  Transportation  Research  Record:  Journal  of  the  Transportation  Research  Board,  (1010),  16–28.  

2.  Virkler,  M.  R.  (1998).  Pedestrian  Compliance  Effects  on  Signal  Delay.  Transportation  Research  Record:  Journal  of  the  Transportation  Research  Board,  (1636),  88–91.  

3.  Retting,  R.  A.,  Williams,  A.  F.,  Farmer,  C.  M.,  &  Feldman,  A.  F.  (1999).  Evaluation  of  Red  Light  Camera  Enforcement  in  Oxnard,  California.  Accident  Prevention  &  Analysis,  31,  169–174.  

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