Dynamic Incident Progression Curve for Classifying Secondary Traffic Crashes
Author:
Affiliation:
1. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Missouri–Columbia, E2509 Lafferre Hall, Columbia, MO 65211-2200 (corresponding author).
2. HDR Engineering, 326 S. 21st St., Suite 400, St. Louis, MO 63103.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Transportation,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29TE.1943-5436.0000187
Reference16 articles.
1. Estimating Magnitude and Duration of Incident Delays
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3. Hirunyanitiwattana W. and Mattingly S. P. (2006). “Identifying secondary crash characteristics for the California highway system.” Proc. Annual Meeting of the Transportation Research Board Washington D.C.
4. Impacts on safety and traffic management (ITS): Investigation of secondary crash causes;Karlaftis M. G.;ITS J.,1999
5. Khattak A. J. Wang X. and Zhang H. (2009). “Are incident durations and secondary incident occurrence interdependent?” Proc. Annual Meeting of the Transportation Research Board Washington D.C.
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