TECHNICAL PAPERS
May 1, 2006

Multiobjective Plan Selection Optimization for Traffic Responsive Control

Publication: Journal of Transportation Engineering
Volume 132, Issue 5

Abstract

Optimal coordination of traffic signals requires proper activation of timing plans to match current traffic conditions. One of the greatest challenges in configuring a traffic responsive plan selection control mode is how to select only n number of timing plans (restricted by traffic controller memory limitations) to address possibly all traffic conditions/states that can be encountered in the field, for a specific site, but most importantly, how to associate each of these traffic conditions to one of the n timing plans stored in the traffic controller. This paper uses a multiobjective nondominated sorting genetic algorithm to (1) select the best n timing plans to be stored in the controller and (2) group traffic states into m number of clusters, and associate each of the m clusters with one of the stored timing plans. A new performance measure, degree of detachment, developed by the writers to address the clustering requirements, is described in this paper.

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Acknowledgments

This work was sponsored by the Texas Department of Transportation (TxDOT) and was conducted for TxDOT’s Research and Technology Implementation Office. The materials and methods presented were developed as part of TxDOT Project No. UNSPECIFIED0-4421, “A Simplified Approach for Selecting Optimal Traffic Responsive Control Parameters.” The writers would like to recognize the project director, Mr. Henry Wickes, for his support and guidance throughout the duration of this project.

References

Abbas, M. M., Chaudhary, N. A., Pesti, G., and Sharma, A. (2004). “Guidelines for determination of optimal traffic responsive plan selection control parameters.” Research Rep. No. 4421-2. Texas Transportation Institute, College Station, Tex.
Abu-Lebdah, G., and Benekohal, R. (2000). “Genetic algorithms for traffic signal control and queue management of oversaturated two-way arterials.” Transportation Research Record 1727, Transportation Research Board, Washington, D.C., 61–67.
Chaudhary, N., Kovvali, V., Chu, C., and Alam, S. (2002). “Software for timing signalized arterials.” Research Rep. No. 4020-1, Texas Transportation Institute, College Station, Tex.
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Hanbali, R., and Fornal, C. (1998). “Methodology of evaluating the effectiveness of traffic-responsive system on intersection congestion and traffic safety.” Transportation Research Record 1603, Transportation Research Board, Washington, D.C., 137–149.
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Nelson, E., Abbas, M., Shoup, G., and Bullock, D. (2000). Development of closed loop system evaluation procedures. FHWA/IN/JTRP, Federal Highway Administration, McLean, Va.
Park, B., Santra, P., Yun, I., and Lee, D. (2004). “Optimization of time-of-day breakpoints for better traffic signal control.” Proc., 83rd Transportation Research Board Annual Meeting, Transportation Research Board, Washington, D.C.
Sharma, A. (2004). “Determination of traffic responsive plan selection factors and thresholds using artificial neural network.” Master’s thesis, Texas A&M Univ., College Station, Tex.

Information & Authors

Information

Published In

Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 132Issue 5May 2006
Pages: 376 - 384

History

Received: Dec 28, 2004
Accepted: May 18, 2005
Published online: May 1, 2006
Published in print: May 2006

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Authors

Affiliations

Montasir M. Abbas [email protected]
P.E.
Assistant Professor, Via Dept. of Civil and Environmental Engineering, Virginia Tech, 301-D1 Patton Hall, MC 0105, Blacksburg, VA 24061 (corresponding author). E-mail: [email protected]
Anuj Sharma [email protected]
Graduate Research Assistant, School of Civil Engineering, 4152 Civil Engineering Building, Purdue Univ., West Lafayette, IN 47907. E-mail: [email protected]

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