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First published January 2003

Two-Stage Gap Acceptance: Some Clarifications

Abstract

Chapter 17 of the Highway Capacity Manual (HCM) 2000 provides a method for analyzing a two-stage priority process at unsignalized intersections, which provide a wide median in the major street. In the HCM itself, the method is described rather briefly. This briefness could give rise to misunderstanding, and practitioners might avoid using the procedure altogether. Therefore, the analytical background of the procedure and the correct application of the parameters are explained in greater detail. Moreover, graphical representations have been developed to replace the difficult formulas, significantly simplifying application in the field. The method also has some limitations, which should be taken into account in practical application. Thus, this paper is something like a comment on the method described in the HCM 2000, besides providing some enhancements that allow easier application in practice.

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References

1. Highway Capacity Manual. TRB, National Research Council, Washington, D.C., 2000.
2. Brilon W., Wu N., and Lemke K. Capacity at Unsignalized Two-Stage Priority Intersections. In Transportation Research Record 1555, TRB, National Research Council, Washington, D.C., 1996, pp. 74–82.
3. Harders J. Die Leistungsfaehigkeit nicht signalgeregelter staedtischer Verkehrsknoten (Capacity of Unsignalized Urban Intersections). Strassenbau und Strassenverkehrtechnik, Vol. 76, Bonn, Germany, 1968.
4. Kyte M., Tian Z., Mir Z., Hameedmansoor Z., Kittelson W., Vandehey M., Robinson B., Brilon W., Bondzio L., Wu N., and Troutbeck R. NCHRP Web Documents 5 and 6: Capacity and Level of Service at Unsignalized Intersections, Vols. 1 and 2. Final Report, Project 3-46. TRB, National Research Council, Washington, D.C., 1996.
5. Handbuch fuer die Bemessung von Strassenverkehrsanlagen (German Highway Capacity Manual). FGSV Verlag GmbH, Cologne, Germany, 2001.

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Article first published: January 2003
Issue published: January 2003

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© 2003 National Academy of Sciences.
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Werner Brilon
Institute for Traffic Engineering, Ruhr-University Bochum, D-44780 Bochum, Germany
Ning Wu
Institute for Traffic Engineering, Ruhr-University Bochum, D-44780 Bochum, Germany

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