TECHNICAL PAPERS
Oct 19, 2010

Evaluation of Arterial and Freeway Interaction for Determining the Feasibility of Traffic Diversion

Publication: Journal of Transportation Engineering
Volume 137, Issue 8

Abstract

Traffic congestion is a common phenomenon in our daily lives that greatly costs society. A better understanding of the interaction between freeways and arterial streets may help traffic engineers and researchers improve the operation of existing facilities and deploy feasible traffic diversion plans to improve the usage of existing road capacity within a traffic network. This paper proposes a novel two-step approach to evaluate the interaction between freeways and arterial streets by comparing their performances. The first step is to identify freeway and arterial travel time pattern similarities via template matching techniques commonly used in computer vision. The interaction is quantified in the second step by using conditional probability theory. The result of the two-step process allows analysts to determine whether traffic diversion is possible or likely between freeways and parallel arterials. The city of Bellevue, Washington was selected as a case study site because of the availability of traffic sensor data. The results demonstrate that the analysis approach allows traffic analysts to more comprehensively observe the interaction between freeway and arterial performance by using existing data collection facilities. The quantitative interaction results provide a better understanding of diversion potential and are useful in incident response, individual route planning, and integrated corridor management. This approach can be applied to any city’s freeway-arterial network if reliable sources of travel time data are available.

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Acknowledgments

The authors would like to thank the city of Bellevue for providing real-time arterial traffic data and the Synchro simulation model and the WSDOT for providing freeway data. We owe a special thanks to Fred Liang, a senior traffic engineer in the city of Bellevue, who provided useful suggestions and helped us form an expert panel to validate the research results. We would also like to thank Jonathan Corey for editing assistance and Kenneth Perrine for providing the TDAD data analysis and visualization tool, LoopGrapher, which improved the efficiency of data analysis and the data validation procedure. Finally, the authors would like to express our appreciation for the feedback from anonymous reviewers.

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Published In

Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 137Issue 8August 2011
Pages: 509 - 519

History

Received: May 18, 2009
Accepted: Oct 14, 2010
Published online: Oct 19, 2010
Published in print: Aug 1, 2011

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Authors

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Yao-Jan Wu, Ph.D., A.M.ASCE E-mail: [email protected]
Assistant Professor, Dept. of Civil Engineering, Parks College of Engineering, Aviation and Technology, 3450 Lindell Blvd., McDonnell Douglas Hall Room 2051, Saint Louis Univ., St. Louis, MO 63103; formerly, Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Univ. of Washington, Box 352700, Seattle, WA 98195-2700 (corresponding author). E-mail: [email protected]
Mark E. Hallenbeck [email protected]
Director, Washington State Transportation Center (TRAC), Univ. of Washington, Box 354802, University District Building, 1107 NE 45th St., Suite 535, Seattle, WA 98105-4631. E-mail: [email protected]
Yinhai Wang, M.ASCE [email protected]
Ph.D. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Washington, Box 352700, Seattle, WA 98195-2700. E-mail: [email protected]
Kari Edison Watkins [email protected]
P.E.
Assistant Professor, Civil and Environmental Engineering, Georgia Inst. of Technology, 790 Atlantic Dr., Atlanta, GA 30332-0355; formerly, Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Univ. of Washington. E-mail: [email protected]

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