TECHNICAL PAPERS
Apr 15, 2002

Field Evaluation of Lane Selection Strategies at Signalized Intersections

Publication: Journal of Transportation Engineering
Volume 128, Issue 3

Abstract

A critical element in assessing traffic performance at the individual lane level at signalized intersections is the knowledge of traffic volumes in each lane. Typically, turning movement volumes are available only for the entire approach, not for each individual lane. Collecting turning movement volumes by lane is costly and, for future year analyses, is unattainable. This paper summarizes the results of an empirical study of lane volume data that were collected at three intersections and provides an evaluation of six lane selection strategies used to estimate lane flows. The lane selection strategies are used as part of the subgroup approach for estimating saturation flow. This limited evaluation indicates that a lane selection strategy based on equal back of queue or cycle-average queue provides the best prediction of individual lane volumes in the field. This result is intriguing, given that at least three international capacity guides currently use an equal flow ratio or degree of saturation strategy for estimating lane flow and indicates a need for a larger data collection effort to confirm the results of this study.

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References

Akcelik, R. (1981). “Traffic signals: capacity and timing analysis.” Research Rep. ARR No. 123, ARRB Transport Research, Vermont South, Australia.
Akcelik, R.(1989). “On the estimation of lane flows for intersection analysis.” Aust. Road Res., 19(1), 51–57.
Bonneson, J. A.(1998). “Lane volume and saturation flow rate for multilane intersection approach.” J. Transp. Eng., 124(3), 240-245.
Nevers, B. L. (2000). “A model of saturation flow using traffic subgroups.” MS thesis, North Carolina State Univ., Raleigh, N.C.
Lieberman, A. B. (1980). “Determining the lateral deployment of traffic on an approach to an intersection.” Transportation Research Record 772, Transportation Research Board, Washington, D.C.
Peterson, B. E. (1978). “Swedish capacity manual.” Transportation Research Record 667, Transportation Research Board, Washington, D.C.
Hansson, A., and Bergh, T. (1988). “A new Swedish capacity manual CAPCAL 2.” Australian Road Research Proc., Australian Road Research, Vermont South, Australia.
Rouphail, N., and Nevers, B. (2001). “Saturation flow estimation using traffic subgroups.” Transportation Research Board 80th Annual Meeting, Transportation Research Board, Washington D.C.
Teply, S., Allingham, D. I., Richardson, D. B., and Stephenson, B. W. (1995). Canadian capacity guide for signalized intersections, 2nd Ed., Institute of Transportation Engineers, Canada.
Transportation Research Board. (2000). Highway capacity manual, National Research Council, Washington, D.C.

Information & Authors

Information

Published In

Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 128Issue 3May 2002
Pages: 224 - 231

History

Received: Feb 13, 2001
Accepted: May 10, 2001
Published online: Apr 15, 2002
Published in print: May 2002

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Authors

Affiliations

Brandon L. Nevers
Transportation Engineer, Kittelson and Associates, Inc., Portland, OR 97205.
Nagui M. Rouphail, A.M.ASCE
Director, Institute for Transportation Research and Education, North Carolina State Univ., Raleigh NC 27695-8601.

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