Study on Signal Warrant of Intersection Based on Traffic Efficiency

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Abstract:

As an important index on evaluating intersection traffic efficiency, vehicle average delay played more and more roles on traffic prediction and evaluation modeling, this paper proposed an intersection signal warrant model using average delay which can evaluate traffic efficiency. According to compare the average delay of intersections before and after installing signal, average delay critical match model is established to show the warrant of signal setting. In this model, traffic volumes of major and minor approaches are main variables which are to argue whether the intersections need to be signalized, and several kinds of critical volume curves diagrams are given to show the warrant of different characteristics’ intersections.

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Periodical:

Advanced Materials Research (Volumes 1065-1069)

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3343-3347

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December 2014

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© 2015 Trans Tech Publications Ltd. All Rights Reserved

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[1] U.S. Department of Transportation & Federal Highway Administration. Manual on Uniform Traffic Control Devices for Streets and Highways 2009 Edition [M]. (2009).

Google Scholar

[2] Highway Capacity Manual [M]. Transportation Research Board, National Research Council. Washington D.C. (2010).

Google Scholar

[3] HBS. German Highway Capacity Manual [M]. Forschungsgesellschalft fuer Strassen-und Verkehrswesen(FGSV), Cologne. (2001).

Google Scholar

[4] McDonald Jr. David R. Traffic Signal Warrants Two Agencies' Preferences [J]. Institute of Transportation Engineers. 2001, 71(1).

Google Scholar

[5] Xuesong Zhu, Albert Gan, L. David Shen. Simulation Evaluation of Four-Hour-Volume Traffic Signal Warrant [J]. TRB 2007 Annual Meeting CD-ROM. (2007).

Google Scholar

[6] Lin Zhang, Adrian Ricardo Archilla, Panos D. Prevedouros. Ordered probit modeling of user perceptions of protected left-turn signals [J]. Journal of Transportation Engineering. 2007, 133(3): 205-214.

DOI: 10.1061/(asce)0733-947x(2007)133:3(205)

Google Scholar

[7] Wenjing Pu, Liang Long, Xiaoguang Yang. Traffic Signal Warrant Study for Stop-Controlled Intersections [J]. Urabn Transport of China. 2004,3:7-9.

Google Scholar

[8] Committee on Traffic Flow Theory and Characteristics (AHB45). Revised Monograph on Traffic Flow Theory[M].U.S. Department of Transportation, Federal Highway Administration.

Google Scholar