TECHNICAL PAPERS
Aug 15, 2002

Accuracy of Stopped Delay Measured by Stopped-Vehicle Counts Method

Publication: Journal of Transportation Engineering
Volume 128, Issue 5

Abstract

The stopped delay is a primary factor for measuring the level of service at signalized intersections, and the 1994 Highway Capacity Manual proposed a method for measuring the stopped delay in the field based on direct observation of “stopped-vehicle counts.” This paper evaluates the expected error in delay measured by this method for various ranges of counting intervals and survey offsets. A mathematical formulation was derived to evaluate this error for different combinations of relevant parameters. Results indicate that the expected error may exceed ±100% of the deterministic delay, and significant errors are generally associated with shorter cycles, higher green to cycle ratios, lower degrees of saturation, and longer intervals. Significant errors are also reported when the interval perfectly divides the cycle length. A set of optimum offsets is determined for use with the 20-s interval and different combinations of other parameters. These offsets confine the expected error in the measured stopped delay to be within ±1%, a significant improvement regardless of whether the cycle length is divisible by the interval.

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References

Akcelik, R. (1981). “Traffic signals: Capacity and timing analysis.” Research Rep. No. 123, Australian Road Research Board, Vermont South.
Box, P. C. (1976). Manual of traffic engineering studies, 4th Ed., Institute of Transportation Engineers, Washington, D.C.
Buehler, M. G., Hicks, T. J., and Berry, D. S.(1976). “Measuring delay by sampling queue backup.” Transp. Res. Rec., 615, 30–36.
May, A. (1990). Traffic flow fundamentals, Prentice-Hall, Englewood Cliffs, N.J.
Olszewski, P.(1993). “Overall delay, stopped delay, and stops at signalized intersection.” J. Transp. Eng., 119(6), 835–852.
Quiroga, C. A., and Bullock, D.(1999). “Measuring control delay at signalized intersections.” J. Transp. Eng., 125(4), 271–280.
Reilly, W. R., Gardner, C. C., and Kell, J. H. (1976). “A technique for measurement of delay at intersections.” Tech. Rep. No. FHWA-RD-76-135, Vol. 1, Federal Highway Administration, Washington, D.C.
Teply, S.(1989). “Accuracy of delay surveys at signalized intersections.” Transp. Res. Rec., 1225, 24–32.
Transportation Research Board. (1994). “Highway capacity manual.” Special Rep. 209, 3rd Ed., Washington, D.C.
Webster, F. V., and Cobbe, B. M. (1966). “Traffic signals.” Road Research Tech. Paper 56, Her Majestry’s Stationery Office, London.

Information & Authors

Information

Published In

Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 128Issue 5September 2002
Pages: 439 - 446

History

Received: Jun 19, 2001
Accepted: Sep 28, 2001
Published online: Aug 15, 2002
Published in print: Sep 2002

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Authors

Affiliations

Ragab M. Mousa, A.M.ASCE
Technical Manager, Renardet S. A. Consulting Engineers, P.O. Box 579, Postal Code 113, Sultanate of Oman; formerly, Associate Professor, Cairo Univ., Egypt.

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