Technical Papers
Oct 9, 2017

Variable Speed Limit Control for Delay and Crash Reductions at Freeway Work Zone Area

Publication: Journal of Transportation Engineering, Part A: Systems
Volume 143, Issue 12

Abstract

Improving operational efficiency and safety on freeway segments has long been recognized as a priority in traffic communities. This study presents a comprehensive variable speed limit (VSL) control model for reducing both travel delays and potential crash risks at freeway work zones. The proposed strategy offers the responsible agency a reliable way to determine reasonable speed limits over the control time horizon in response to traffic fluctuations. The control objective of the proposed system is to minimize total operational cost by using embedded functions to estimate total cost with total travel delay and potential crash rate on the targeted freeway segment. This study used a field site in China for its case study to evaluate the effectiveness of the proposed VSL control system. Based on the experimental results, it was observed that the proposed control model shows promise in reducing average delay, number of stops, and average stopped delay on the studied freeway segment. In addition, simulation experiments for sensitivity analysis indicate that the proposed VSL control model is more effective when driver compliance rate exceeds a threshold of 60% and the user-defined benefit threshold ranges 10–20%.

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Acknowledgments

This research was supported by the China Postdoctoral Science Foundation (2017M610528) and the Fundamental Research Funds for the Central Universities, China.

References

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Published In

Go to Journal of Transportation Engineering, Part A: Systems
Journal of Transportation Engineering, Part A: Systems
Volume 143Issue 12December 2017

History

Received: Sep 4, 2016
Accepted: Jun 23, 2017
Published online: Oct 9, 2017
Published in print: Dec 1, 2017
Discussion open until: Mar 9, 2018

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Authors

Affiliations

Ph.D. Candidate, Dept. of Traffic Engineering, School of Highways, Chang’an Univ., P.O. Box 487, Middle Section of South 2nd Ring Rd., Xi’an 710064, China. E-mail: [email protected]
Yongjie Lin, Ph.D. [email protected]
Research Associate, School of Civil Engineering and Transportation, South China Univ. of Technology, Room 521 Transportation Bldg., 381 Wushan Rd., Guangzhou 510641, China (corresponding author). E-mail: [email protected]
Ph.D. Candidate, Dept. of Traffic Engineering, School of Highways, Chang’an Univ., P.O. Box 487, Middle Section of South 2nd Ring Rd., Xi’an 710064, China. E-mail: [email protected]
Xianfeng Yang, Ph.D. [email protected]
Assistant Professor, Dept. of Civil and Environmental Engineering, Univ. of Utah, 110 S Central Campus Dr. Unit 200, Salt Lake City, UT 84112. E-mail: [email protected]

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