Influence of Pedestrians’ Entry Process on Pedestrian Delays at Signal-Controlled Crosswalks
Publication: Journal of Transportation Engineering
Volume 132, Issue 11
Abstract
The writers claim that the process of pedestrians’ entry to the signal-controlled crosswalk can affect the values of pedestrian delays. The existing models have been based on some typical situations and would not always consider the character of pedestrians’ entry process. The use of these models for crosswalks where pedestrians’ entry process is not uniform can lead to inaccurate estimation of pedestrian delays. A number of measurements have been carried out, recording the entry process and the delays. The delay values estimated using the existing models have been compared with the values from field measurements. The comparison has proved that there are situations in which the existing models do not provide accurate estimation of delays. Therefore, three new delay estimation models have been proposed. They differ in the degree of accuracy and complexity as well as practical utility. The results obtained using the new models have been compared with the results of field measurements. At the end of the paper the sensitivity of all the models to the selected parameters has been analyzed. Finally, a conclusion and evaluation of the whole research close this paper.
Get full access to this article
View all available purchase options and get full access to this article.
References
Akçelik, R. (1989). “Traffic signals: Capacity and timing analysis.” Research Rep. ARR No. 123, 4th reprint, Australian Road Research Board, Melbourne, Australia.
Chang, T. H., and Lin, J. T. (2000). “Optimal signal timing for an oversaturated intersection.” Transp. Res., Part B: Methodol., 34(6), 471–491.
Dunn, R., and Pretty, R. (1984). “Mid-block pedestrian crossings—An examination of delay.” Proc., 12th Annual ARRB Conf. Hobart, Tasmania, Australia, Australian Road Research Board, Melbourne, Australia.
Gerlough, D., and Huber, M. (1976). Transportation Research Board Special Rep. No. 165: Traffic Flow Theory: A Monograph, Transportation Research Board, Washington, D.C.
Griffiths, J. D., Hunt, J. G., and Marlow, M. (1984). “Delays at pedestrian crossings: 1. Site observations and the interpretation of data.” Traffic Eng. Control, 25(6), 365–371.
Griffiths, J. D., Hunt, J. G., and Marlow, M. (1985). “Delays at pedestrian crossings: 4. Mathematical models.” Traffic Eng. Control, 26(5), 277–282.
Kruszyna, M. (2003). “The green light time split at pedestrian crossing with consideration of different road users.” Archieves Transport, 15(3), 47–57.
Pretty, R. (1979). “The delay to pedestrians and vehicles at signalized intersections.” ITE J., 49(5), 20–23.
Virkler, M. R. (1998). “Pedestrian compliance effects on signal delay.” Transportation Research Record. 1636, Transportation Research Board, Washington, D.C., 88–91.
Wong, C. K., and Wong, S. C. (2003). “Lane-based optimization of signal timings for isolated junctions.” Transp. Res., Part B: Methodol., 37(1), 63–84.
Information & Authors
Information
Published In
Copyright
© 2006 ASCE.
History
Received: Oct 25, 2004
Accepted: Feb 13, 2006
Published online: Nov 1, 2006
Published in print: Nov 2006
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.