Skip to main content
Intended for healthcare professionals
Restricted access
Research article
First published online January 1, 2008

Modeling Driver Behavior within a Signalized Intersection Approach Decision–Dilemma Zone

Abstract

This study uses data gathered in a field test on 60 test participants to develop models that characterize driver brake perception–reaction times (PRTs), brake times, and stop–go decisions at the onset of a yellow indication at a high-speed signalized intersection approach. The study demonstrates that driver PRTs are influenced only by the driver's time to intersection (TTI) at the onset of the yellow indication. The driver PRT is found to increase linearly with TTI and is not affected by the vehicle speed (in the range of 54 to 88 km/h), driver gender, or driver age. In the case of stop–go behavior, the older driver (≥65 years of age) dilemma zone is wider, ranging from a TTI of 4.81 to 1.66 s versus 4.90 to 2.87 s for the younger age group. Female drivers are more likely to stop than male drivers and tend to have a dilemma zone that is closer to the intersection. Finally, the study demonstrates that dilemma zone control systems should consider a dilemma zone from 5.0 to 1.5 s instead of the current state of practice of 5.5 to 2.5 s to capture all potential driver age and gender groups.

Get full access to this article

View all access and purchase options for this article.

References

1. Kronborg P. MOVA and LHOVRA: Traffic Signal Control for Isolated Intersections. Traffic Engineering and Control, Vol. 34, No. 4, 1993, pp. 195–200.
2. Kronborg P., Davidsson F., and Edholm J. SOS—Self-Optimising Signal Control: Development and Field Trials of the SOS Algorithm for Self-Optimising Signal Control at Isolated Intersections. Transport Research Institute, Stockholm, Sweden, 1997.
3. Pant P. D., and Cheng Y. Dilemma Zone Protection and Signal Coordination at Closely Spaced High-Speed Intersections, FHWA 2001.
4. Peterson A., Bergh T., and Steen K. LHOVRA: A New Traffic Signal Control Strategy for Isolated Junctions. Traffic Engineering and Control, Vol. 27, No. 7–8, 1986, pp. 388–389.
5. Zimmerman K. H., and Bonneson J. A. In-Service Evaluation of a Detection-Control System for High-Speed Signalized Intersections. FHWA/TX-05/5-4022-01-1. Texas Transportation Institute, Texas A&M University, College Station, 2005.
6. Bonneson J. A., Middleton D. R., Zimmerman K. H., Charara H. A., and Abbas M. M. Intelligent Detection-Control System for Rural Signalized Intersections. FHWA/TX-03/4022-2. Texas Transportation Institute, Texas A&M University, College Station, 2002.
7. Taoka G. T. Brake Reaction Times of Unalerted Drivers. ITE Journal, Vol. 59, No. 3, 1989, pp. 19–21.
8. Green M. How Long Does It Take to Stop? Methodological Analysis of Driver Perception-Brake Times. Transportation Human Factors, Vol. 2, No. 3, 2000, pp. 195–216.
9. Bates J. T. Perception-Reaction Time. ITE Journal, Vol. 65, No. 2, 1995, pp. 35–36.
10. Dimitropoulos I., and Kanellaidis G. Transportation Research Circular E-C003: Highway Geometric Design: The Issue of Driving Behavior Variability. TRB, National Research Council, Washington, D.C., 1998, pp. 1–7.
11. Goh P.-K., and Wong Y.-D. Driver Perception Response Time During the Signal Change Interval. Applied Health Economics and Health Policy, Vol. 3, No. 1, 2004, pp. 9–15.
12. Summala H. Brake Reaction Times and Driver Behavior Analysis. Human Factors, Vol. 2, No. 3, 2000, pp. 217–226.
13. Wong Y.-D., and Goh P.-K. Perception-Braking Response Time of Unalerted Drivers at Signalized Intersections. ITE Journal, Vol. 71, No. 6, 2001, pp. 73–76.
14. Chang M.-S., Messer C. J., and Santiago A. J. Timing Traffic Signal Change Intervals Based on Driver Behavior. In Transportation Research Record 1027, TRB, National Research Council, Washington, D.C., 1985, pp. 20–30.
15. Gates T. J., Noyce D. A., Laracuente L., and Nordheim E. V. Analysis of Driver Behavior in Dilemma Zones at Signalized Intersections. In Transportation Research Record: Journal of the Transportation Research Board, No. 2030, Transportation Research Board of the National Academies, Washington D.C., 2007, pp. 29–39.
16. Williams W. L. Driver Behavior During the Yellow Interval (Abridgment). In Transportation Research Record 644, TRB, National Research Council, Washington, D.C., 1977, pp. 75–78.
17. van der Horst R., and Wilmink A. Drivers’ Decision Making at Signalised Intersections: An Optimisation of the Yellow Timing. Traffic Engineering and Control, Vol. 27, No. 12, 1986, pp. 615–617.
18. Caird J. K. Effect of Amber Light Onset Time on Older and Younger Drivers’ Perception Response Time and Intersection Behavior. Presented at 84th Annual Meeting of the Transportation Research Board, Washington, D.C., 2005.
19. Setti J. R., Rakha H., and El-Shawarby I. Analysis of Brake Perception-Reaction Times on High-Speed Signalized Intersection Approaches. Proc., IEEE Intelligent Transportation Systems Conference. Toronto, Ontario, Canada, Sept. 17–20, 2006.

Cite article

Cite article

Cite article

OR

Download to reference manager

If you have citation software installed, you can download article citation data to the citation manager of your choice

Share options

Share

Share this article

Share with email
EMAIL ARTICLE LINK
Share on social media

Share access to this article

Sharing links are not relevant where the article is open access and not available if you do not have a subscription.

For more information view the Sage Journals article sharing page.

Information, rights and permissions

Information

Published In

Article first published online: January 1, 2008
Issue published: January 2008

Rights and permissions

© 2008 National Academy of Sciences.
Request permissions for this article.

Authors

Affiliations

Hesham Rakha
Center for Sustainable Mobility, Virginia Tech Transportation Institute, 3500 Transportation Research Plaza, Blacksburg, VA 24061.
Ahmed Amer
Center for Sustainable Mobility, Virginia Tech Transportation Institute, 3500 Transportation Research Plaza, Blacksburg, VA 24061.
Ihab El-Shawarby
Center for Sustainable Mobility, Virginia Tech Transportation Institute, 3500 Transportation Research Plaza, Blacksburg, VA 24061.

Notes

Metrics and citations

Metrics

Journals metrics

This article was published in Transportation Research Record: Journal of the Transportation Research Board.

VIEW ALL JOURNAL METRICS

Article usage*

Total views and downloads: 160

*Article usage tracking started in December 2016


Altmetric

See the impact this article is making through the number of times it’s been read, and the Altmetric Score.
Learn more about the Altmetric Scores



Articles citing this one

Receive email alerts when this article is cited

Web of Science: 0

Crossref: 42

  1. Calibrating lane-changing models: Two data-related issues and a genera...
    Go to citation Crossref Google Scholar
  2. Influence of Advance Amber Light on Red Light Running at Signalized In...
    Go to citation Crossref Google Scholar
  3. Driving behavior classification at signalized intersections using vehi...
    Go to citation Crossref Google Scholar
  4. Predicting young drivers’ safe behaviour of stopping in the dilemma zo...
    Go to citation Crossref Google Scholar
  5. Modeling and simulation of approaching behaviors to signalized interse...
    Go to citation Crossref Google Scholar
  6. Analysing driver’s decision in dilemma zone at signalized intersection...
    Go to citation Crossref Google Scholar
  7. Impact of time pressure on acceleration behavior and crossing decision...
    Go to citation Crossref Google Scholar
  8. Investigating dilemma zone boundaries for mixed traffic conditions usi...
    Go to citation Crossref Google Scholar
  9. Influence of Rainfall on the Probability of Red-Light Running at Signa...
    Go to citation Crossref Google Scholar
  10. Mechanisms of cannabis impairment: Implications for modeling driving p...
    Go to citation Crossref Google Scholar
  11. Assessing Willingness to Engage in Risky Driving Behaviour Using Natur...
    Go to citation Crossref Google Scholar
  12. CLACD: A complete LAne-Changing decision modeling framework for the co...
    Go to citation Crossref Google Scholar
  13. Assessing Drivers’ Compliance with Restrictive Yellow Traffic Lights i...
    Go to citation Crossref Google Scholar
  14. Influence of following vehicle’s tailway and classification on subject...
    Go to citation Crossref Google Scholar
  15. A bilevel programming model for autonomous intersection control and tr...
    Go to citation Crossref Google Scholar
  16. Modeling Drivers’ Stopping Behaviors during Yellow Intervals at Inters...
    Go to citation Crossref Google Scholar
  17. Predicting driver's decision- making behaviour in Amber phase using ML...
    Go to citation Crossref Google Scholar
  18. Modelling the influence of time pressure on reaction time of drivers
    Go to citation Crossref Google Scholar
  19. Modeling Individual Travel Time with Back Propagation Neural Network A...
    Go to citation Crossref Google Scholar
  20. A game theory-based approach for modelling mandatory lane-changing beh...
    Go to citation Crossref Google Scholar
  21. Characterizing driver behavior in dilemma zones at signalized roundabo...
    Go to citation Crossref Google Scholar
  22. Analyzing dilemma driver behavior at signalized intersection under mix...
    Go to citation Crossref Google Scholar
  23. Evaluation of cell phone induced driver behavior at a type II dilemma ...
    Go to citation Crossref Google Scholar
  24. Modeling Driver Behavior in Dilemma Zone under Mixed Traffic Condition...
    Go to citation Crossref Google Scholar
  25. How do drivers behave during indecision zone maneuvers?
    Go to citation Crossref Google Scholar
  26. Safety surrogate histograms (SSH): A novel real-time safety assessment...
    Go to citation Crossref Google Scholar
  27. Disentangling the influence of cell phone usage in the dilemma zone: A...
    Go to citation Crossref Google Scholar
  28. Examining driver behavior at the onset of yellow in a traffic simulato...
    Go to citation Crossref Google Scholar
  29. Comparative analysis of driver’s brake perception-reaction time at sig...
    Go to citation Crossref Google Scholar
  30. Study of Truck Driver Behavior for Design of Traffic Signal Yellow and...
    Go to citation Crossref Google Scholar
  31. Design of Traffic Signal Clearance Intervals to Consider Impacts of Bu...
    Go to citation Crossref Google Scholar
  32. Yellow light dilemma zone researches: a review
    Go to citation Crossref Google Scholar
  33. Enhanced Modeling of Driver Stop-or-Run Actions at a Yellow Indication...
    Go to citation Crossref Google Scholar
  34. Designing Traffic Signal Yellow and Change Intervals considering Truck...
    Go to citation Crossref Google Scholar
  35. Measurement and comparative analysis of driver’s perception–reaction t...
    Go to citation Crossref Google Scholar
  36. Research on Driver Behavior in Yellow Interval at Signalized Intersect...
    Go to citation Crossref Google Scholar
  37. Game Theory Model of Traffic Participants within Amber Time at Signali...
    Go to citation Crossref Google Scholar
  38. Modeling for Driver Decision-Making Behavior during Amber Signal Time ...
    Go to citation Crossref Google Scholar
  39. The flashing green light paradox
    Go to citation Crossref Google Scholar
  40. Agent-based behavioral modeling framework of driver behavior at the on...
    Go to citation Crossref Google Scholar
  41. Agent-Based Stochastic Modeling of Driver Decision at Onset of Yellow ...
    Go to citation Crossref Google Scholar
  42. Use of Limits Method to Characterize Individual Driver Responses to Ye...
    Go to citation Crossref Google Scholar

Figures and tables

Figures & Media

Tables

View Options

Get access

Access options

If you have access to journal content via a personal subscription, university, library, employer or society, select from the options below:


Alternatively, view purchase options below:

Purchase 24 hour online access to view and download content.

Access journal content via a DeepDyve subscription or find out more about this option.

View options

PDF/ePub

View PDF/ePub