Influence of Stopped Delay on Driver Gap Acceptance Behavior
Publication: Journal of Transportation Engineering
Volume 115, Issue 3
Abstract
The influence of stopped delay on driver gap acceptance behavior is investigated for minor road drivers executing left‐turning maneuvers. The mean critical gap () and its variance are separately estimated for the aggregated data and abstractions of the data based on the duration of stopped delay. It has been found that for mean stopped delays shorter than 25 s the mean critical gaps are higher than the value obtained from the aggregated data, while for mean delay in excess of 30 s, it is lower. The practical significance of these differences in mean critical gaps as reflected in the computed values of the minor road capacity is then speculated upon.
Get full access to this article
View all available purchase options and get full access to this article.
References
1.
Adebisi, O. (1982a). “Adaptability in transportation systems: a case study of drivers' gap acceptance characteristics.” Can. J. Civ. Engrg., 9(3), 373–384.
2.
Adebisi, O. (1982b). “Driver gap acceptance phenomena.” Transp. Engrg. J., ASCE, 108(6), 676–688.
3.
Ashiworth, R., and Bottom, C. G. (1977). “Some observations of driver gap acceptance behavior at a priority intersection.” Traffic Engrg. and Control, 18(12), 569–571.
4.
Blumenfeld, D. E., and Weiss, G. H. (1977). “The statistics of delay for a driver population with step and distributed gap acceptance functions.” Trans. Res., 12(6D), 423–429.
5.
Blumenfeld, D. E., and Weiss, G. H. (1979). “The effect of gap acceptance criteria on merging delay and capacity at an uncontrolled junction.” Traffic Engrg. and Control, 20(1), 16–20.
6.
Cooper, D. F., and Wennel, J. (1978). “Models of gap acceptance by queues at intersections.” Traffic Engrg. and Control, 17(6), 256–257.
7.
Cooper, D. F., Wendy, S., and Broadie, V. (1976). “Traffic studies at T‐junctions. 1. The effect of approach speed on merging gap acceptance.” Traffic Engrg. and Control, 17(6), 256–257.
8.
Cooper, D. F., Storr, P. A., and Wennel, J. (1977). “Traffic Studies at T‐junctions. 4. The effect of speed on gap acceptance and conflict rate.” Traffic Engrg. and Control, 18(3), 110–112.
9.
Daganzo, C. F. (1981). “Estimation of gap acceptance parameters within and across the population from direct roadside observation.” Transp. Res., 15B(1‐A), 1–15.
10.
Daganzo, C. F., and Schoenfeld, L. (1978). Chomp users Manual. Inst. of Transp. Studies, Univ. of California, Berkeley, Calif.
11.
Daganzo, C. F., Bouthelier, F., and Sheffi, Y. (1977). “Multinominal probit and qualitative choice: a computationally efficient algorithm.” Transp. Sci., 11(4), 338–358.
12.
“Highway capacity manual.” (1985). Special Report 209, Transp. Res. Board, Nat. Res. Council. Washington, D.C.
13.
Mahr, M. J., and Dowse, R. J. (1983). “Estimating parameters in models of gap acceptance by queues.” Traffic Engrg. and Control, 24(5), 252–255.
14.
Polus, A. (1983). “Gap acceptance characteristics at unsignalized urban intersections.” Traffic Engrg. and Control, 24(5), 255–258.
15.
Ramsey, J. B., and Routledge, I. W. (1973). “A new approach to the analysis of gap acceptance times.” Traffic Engrg. and Control, 155(7), 355–357.
16.
Tanner, J. C. (1962). “A theoretical analysis of delays at an uncontrolled intersection.” Biometrika, 49, 163–170.
17.
Troutbeck, R. J. (1975). “A review of the Ramsey‐Routledge method for gap acceptance times.” Traffic Engrg. and Control, 16(9), 373–375.
18.
Uber, B. C. (1978). “Start‐up times and queue acceptance of large gaps at T‐junctions.” Traffic Engrg. and Control, 19(4), 174–177.
19.
“SPSS—Statistical Package for the Social Sciences.” (1976). Version 6.50, Vogelback Computing Center, Northwestern Univ., Evanston, Ill.
Information & Authors
Information
Published In
Copyright
Copyright © 1989 ASCE.
History
Published online: May 1, 1989
Published in print: May 1989
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.