TECHNICAL PAPERS
Mar 1, 2005

Exploratory Simulation of Pedestrian Crossings at Roundabouts

Publication: Journal of Transportation Engineering
Volume 131, Issue 3

Abstract

There is presently much debate over the issue of pedestrian access to highway facilities, particularly for those who are blind or function with low vision. This issue is now the focus of current United States Access Board draft recommendations, which propose that signalization is necessary to ensure safe access for blind pedestrians at roundabouts. The objective of this research was to capture the gap acceptance behavior for both sighted and blind pedestrians near roundabouts (revealed from a parallel research effort) and integrate that behavior into a microscopic simulation model of pedestrian and vehicular traffic operations at a roundabout. This process enables the quantification of the mutual impact of pedestrian crossing behavior on vehicle operation, and of motorized traffic impact on pedestrian access (or delay). In addition, it allows the conduct of experiments targeted at evaluating various pedestrian treatments at or in the vicinity of the roundabout. The simulation results indicated that pedestrian delay increases in a nonlinear fashion as vehicle volume increased. In addition, while there was a small difference in sighted pedestrian delays at the entry and exit legs, that difference was more pronounced for blind pedestrians who experienced higher delays on the exit side. Finally, an analysis of pedestrian crossing treatments indicated that placing a pedestrian-actuated, signalized crossing upstream/ downstream of the roundabout results in delays to blind pedestrians that are comparable to those experienced by sighted pedestrians that cross at the unsignalized splitter island. The location of the crossing was assessed on the basis of queue spillback probabilities onto the roundabout exit leg.

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References

Akcelik & Associates Pty. Ltd. (2002). aaSIDRA user guide, Akcelik & Associates Pty. Ltd., Melbourne, Australia.
Akcelik & Associates Pty. Ltd. (2003). Roundabout metering signal, ⟨Akcelik & Associates Pty. Ltd., Melbourne, Australia, http://www.akcelik.com.au/SIDRA/Roundabouts_MeteringSignals.htm, accessed December 15, 2003.⟩
Brüde, U., and Larsson, J. (2000). “What roundabout design provides the highest possible safety?.” Nordic Road & Transport Research Rep. No. 2 2000, Swedish National Road & Transport Research Institute, Linkoping, Sweden.
Clark-Carter, D. D., Heyes, A. D., and Howarth, C. I. (1986). “The efficiency and walking speed of visually impaired people.” Ergonomics, 29, 779–789.
Department of Transport, United Kingdom. (1993). Geometric design of roundabouts, TD 16/93, London.
Draft guidelines for the design of roundabouts. (1997). Transport and Technology Division of the Department of Main Roads, Queensland, Australia.
Federal Highway Administration (FHWA. (2000). Roundabouts: An information guide, Washington, D.C.
Federal Highway Administration (FHWA. (2001). CORSIM user’s guide, version 5.0, Washington, D.C.
Guth, D., Long, R., Ponchilla, P., Ashmean, D., and Wall, R. (2002). Non-visual gap detection at roundabouts by pedestrianss who are blind; A summary of the Baltimore roundabouts studyhttp://www.access-board.gov/publications/roundabouts/research-summary.htm, accessed December 15, 2003.⟩
Hiller, F. S., and Lieberman, G. J. (1974). “Queuing models involving nonexponential distributions.” Operations research, 2nd Ed., Holden-Day Inc., San Francisco, 414–415.
Long, R., Ponchillia, P., Guth, D., Ashmead, D., and Wall, R. (2002). Roundabouts and pedestrians with blindness and visual impairments: An issue of information access, Association for Education and Rehabilitation of the Blind and Visually Impaired, Toronto.
Mahmassani, H., and Sheffi, Y. (1981). “Using gap sequence to estimate gap acceptance functions.” Transp. Res., Part B: Methodol., 15, 243–248.
Pedestrian access to modern roundabouts: Design and operational issues for pedestrians who are blind. (2002). U.S. Access Board On-Line Bulletin, ⟨http://www.access-board.gov/publications/roundabouts/bulletin.htm⟩, accessed December 15, 2003.
Persaud, B. N., Retting, R. A., Garder, P. E., and Lord, D. (2001). “Safety effects of roundabout conversions in the United States: Empirical Bayes observational before–after study.” Transportation Research Record, 1751, Transportation Research Board, Washington, D.C., 108–108.
PTV AG. (2000). “VISSIM Traffic flow simulation Technical Description.” December.
QUADSTONE. (2000). Paramics-online v3. Modeller v3 user guide.
Retting, R. (2002). Insurance Institute for Highway Safety. Letter to Architectural and Transportation Barriers Compliance Board, Washington, D.C., http://www.hwysafety.org/fed/otis_rar_102302.pdf⟩, accessed December 15, 2003.
Roundabouts: A design guide. (1986). National Association of Australian State Road Authorities, Sydney, Australia.
Roundabout Accessibility Summit. (2002). Draft Proceedings Version 2.0, October 28-29, Institute of Transportation Engineers, Washington, D.C., ⟨http://safety.fhwa.dot.gov/roundaboutsummit⟩, accessed December 15, 2003.
Rouphail, N., Wan, B., Chae, K., Hughes, R., and Harkey, D. (2002). “Evaluation and Application of Pedestrian Modeling Capabilities Using Computer Simulation.” Prepared for Western Michigan University and National Institutes of Health/National Eye Institute, University of North Carolina at Chapel Hill and NC State University, N.C.
Trafficware Company (2003). SimTraffic User’s Guide, version 5.0, Trafficware Company, Berkeley, Calif.
Troutbeck, R. J. (1992). “Estimating the critical acceptance gap from traffic movements.” Physical Infrastructure Centre Research Rep. No. 92-5, Queensland University of Technology, Brisbane, Australia.

Information & Authors

Information

Published In

Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 131Issue 3March 2005
Pages: 211 - 218

History

Received: Mar 25, 2003
Accepted: Feb 17, 2004
Published online: Mar 1, 2005
Published in print: Mar 2005

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Authors

Affiliations

Nagui Rouphail
Director, Institute for Transportation Research and Education (ITRE), North Carolina State Univ., CB 8601, Raleigh, NC 27695-8601.
Ron Hughes
Senior Research Psychologist, Highway Safety Research Center (HSRC), The Univ. of North Carolina at Chapel Hill, CB 3430, Chapel Hill, NC 27599.
Kosok Chae
Research Assistant, ITRE, North Carolina State Univ., CB 8601, Raleigh, NC 27695-8601.

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