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Using gap sequences to estimate gap acceptance functions

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  • Mahmassani, Hani
  • Sheffi, Yosef

Abstract

Traditional gap acceptance functions have been estimated based on the first gap observed. In this paper we show that the critical gap of drivers is decreasing on the average, as they are waiting for an acceptable gap. Our gap acceptance function is based on a probit model which assumes a normal distribution of gaps across gaps and drivers.

Suggested Citation

  • Mahmassani, Hani & Sheffi, Yosef, 1981. "Using gap sequences to estimate gap acceptance functions," Transportation Research Part B: Methodological, Elsevier, vol. 15(3), pages 143-148, June.
  • Handle: RePEc:eee:transb:v:15:y:1981:i:3:p:143-148
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    Cited by:

    1. Bonsall, Peter & Liu, Ronghui & Young, William, 2005. "Modelling safety-related driving behaviour--impact of parameter values," Transportation Research Part A: Policy and Practice, Elsevier, vol. 39(5), pages 425-444, June.
    2. Awadallah, Faisal, 2009. "Intersection sight distance analysis and guidelines," Transport Policy, Elsevier, vol. 16(4), pages 143-150, August.
    3. Hagring, O., 2000. "Estimation of critical gaps in two major streams," Transportation Research Part B: Methodological, Elsevier, vol. 34(4), pages 293-313, May.
    4. Mark D. Manuszak & Charles F. Manski & Sanghamitra Das, 2005. "Walk or wait? An empirical analysis of street crossing decisions," Journal of Applied Econometrics, John Wiley & Sons, Ltd., vol. 20(4), pages 529-548.
    5. Brilon, Werner & Koenig, Ralph & Troutbeck, Rod J., 1999. "Useful estimation procedures for critical gaps," Transportation Research Part A: Policy and Practice, Elsevier, vol. 33(3-4), pages 161-186, April.
    6. Pollatschek, Moshe A. & Polus, Abishai & Livneh, Moshe, 2002. "A decision model for gap acceptance and capacity at intersections," Transportation Research Part B: Methodological, Elsevier, vol. 36(7), pages 649-663, August.

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