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Delay at a Fixed Time Traffic Signal---I: Theoretical Analysis

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  • Richard E. Allsop

    (University College London, London, England)

Abstract

The various theoretical analyses that have been made of delay to traffic at a fixed time traffic signal are critically reviewed. The more practicably applicable expressions for the average delay per vehicle, especially those derived by Webster, Miller, and Newell, are examined in some detail, and this paper provides an introduction to numerical comparisons to be reported by Hutchinson in the sequel.

Suggested Citation

  • Richard E. Allsop, 1972. "Delay at a Fixed Time Traffic Signal---I: Theoretical Analysis," Transportation Science, INFORMS, vol. 6(3), pages 260-285, August.
    • Handle: RePEc:inm:ortrsc:v:6:y:1972:i:3:p:260-285
    DOI: 10.1287/trsc.6.3.260
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    Cited by:

    1. Chang, Tang-Hsien & Lin, Jen-Ting, 2000. "Optimal signal timing for an oversaturated intersection," Transportation Research Part B: Methodological, Elsevier, vol. 34(6), pages 471-491, August.
    2. J. S. H. van Leeuwaarden, 2006. "Delay Analysis for the Fixed-Cycle Traffic-Light Queue," Transportation Science, INFORMS, vol. 40(2), pages 189-199, May.
    3. Mung, Gregory K. S. & Poon, Antonio C. K. & Lam, William H. K., 1996. "Distributions of queue lengths at fixed time traffic signals," Transportation Research Part B: Methodological, Elsevier, vol. 30(6), pages 421-439, December.
    4. Andrzej P. Tarko, 2000. "Random Queues in Signalized Road Networks," Transportation Science, INFORMS, vol. 34(4), pages 415-425, November.
    5. Giulio Cantarella & Antonino Vitetta, 2006. "The multi-criteria road network design problem in an urban area," Transportation, Springer, vol. 33(6), pages 567-588, November.

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