TECHNICAL PAPERS
Jun 5, 2010

Dynamic Incident Progression Curve for Classifying Secondary Traffic Crashes

Publication: Journal of Transportation Engineering
Volume 136, Issue 12

Abstract

The classification of secondary crashes is a useful performance measure of incident management systems. Previous classification methodologies used a static threshold for classifying secondary crashes. Such a threshold represents the spatial and temporal influence of a primary incident, such as 3.2 km upstream (2 mi) and 2 h after the incident. The dynamic methodology described herein improves upon existing static methodology by marking the end of the varying queue throughout the entire incident using incident progression curves. The four steps in the development of incident progression curves are: (1) processing of intranet incident reports; (2) filling in of incomplete incident reports; (3) nonlinear regression of incident progression curves; and (4) merging of individual incident progression curves into a master curve. The result from a 640 sample validation set shows that the dynamic methodology reduces Type I error by 24.38% and Type II by 3.13%. The application to a 5,514 freeway crash data set shows the results from using dynamic versus static methodology can differ by more than 30%.

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Information & Authors

Information

Published In

Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 136Issue 12December 2010
Pages: 1153 - 1158

History

Received: Jun 13, 2009
Accepted: May 10, 2010
Published online: Jun 5, 2010
Published in print: Dec 2010

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Authors

Affiliations

Carlos C. Sun [email protected]
P.E.
Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Missouri–Columbia, E2509 Lafferre Hall, Columbia, MO 65211-2200 (corresponding author). E-mail: [email protected]
Venkat Chilukuri [email protected]
HDR Engineering, 326 S. 21st St., Suite 400, St. Louis, MO 63103. E-mail: [email protected]

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