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[email protected] ® Management Systems Registered to ISO 9001 ABN 79 088 889 687 REPRINT A comparison of three delay models for sign-controlled intersections R. AKÇELIK, B. CHRISTENSEN and E. CHUNG REFERENCE: AKÇELIK, R., CHRISTENSEN, B. and CHUNG, E. (1998). A comparison of three delay models for sign-controlled intersections. In: Third International Symposium on Highway Capacity, Copenhagen, Denmark, 22-27 June 1998, Volume 1 (Edited by R. Rysgaard). Road Directorate, Ministry of Transport, Denmark, pp 35-56. NOTE: This paper is related to the intersection analysis methodology used in the SIDRA INTERSECTION software. Since the publication of this paper, many related aspects of the traffic model have been further developed in later versions of SIDRA INTERSECTION. Though some aspects of this paper may be outdated, this reprint is provided as a record of important aspects of the SIDRA INTERSECTION software, and in order to promote software assessment and further research. © Akcelik and Associates Pty Ltd / www.sidrasolutions.com PO Box 1075G, Greythorn Victoria 3104, Australia Email:
[email protected] Third International Symposium on Highway Capacity, Copenhagen,Denmark, 22-27 June L998 A comparisonof three delay modelsfor sign-controlledintersections Authors: Rahmi Akqelik Chief ResearchScientist, ARRB Transport ResearchLtd Bente Christensen Traffic EngineerrOslo Vei, Norway Bdward Chung SeniorResearch Scientist, ARRB TransportResearch Ltd Contact : Rahmi Akgelik, ARRB Transport ResearchLtd, 500Burwood Highway, Vermont SouthVIC 3133,Australia Ph: (613)98811567, Fx: (613)98878104, Email:
[email protected] Abstract Resultsof an evaluationof three analyticaldelay models for unsignalisedintersections are presented.The delay modelsstudied are the Highway CapacityManual Chapter 10 (HCM 94) model, the Akgelik - Troutbeck model, and the SIDRA 5 model.