Skip to main content
Intended for healthcare professionals
Restricted access
Research article
First published online January 1, 2014

Dynamic Signal Priority Control Strategy to Mitigate Off-Ramp Queue Spillback to Freeway Mainline Segment

Abstract

Congestion downstream of a freeway off-ramp often produces a traffic queue at the mainline and thus reduces the freeway capacity at the interchange area. To prevent such queue spillback, a proposed real-time control strategy provides a priority signal control to the off-ramp traffic when potential queue spillback is detected. Two priority strategies—unconditional and conditional controls—that quickly discharge the queuing vehicles on the off-ramp can contend with different congestion patterns at the freeway and local arterial. Based on field data from a freeway interchange in Zhubei, Taiwan, extensive simulation experiments demonstrate the effectiveness of the proposed strategies in preventing off-ramp queue spillbacks. The results show that the overall network performance can be significantly improved with the proposed strategy, even though some roadway segments of the local arterial network may experience negative impacts.

Get full access to this article

View all access and purchase options for this article.

References

1. Coordinated Operation of Ramp Metering and Adjacent Traffic Signal Control Systems. Turner–Fairbank Highway Research Center, FHWA, U.S. Department of Transportation, McLean, Va., June 1996.
2. Pooran F. J., and Lieu H. C. Evaluation of System Operating Strategies for Ramp Metering and Traffic Coordination. Proc., IVHS AMERICA 1994 Annual Meeting, Washington, D.C., 1994.
3. Lovell D. J. Traffic Control on Metered Networks Without Route Choice. University of California, Berkeley, 1997.
4. Daganzo C. F., Cassidy M. J., and Bertini R. L. Possible Explanations of Phase Transitions in Highway Traffic. Transportation Research Part A: Policy and Practice, Vol. 33, No. 5, 1999, pp. 365–379.
5. Muñoz J. C., and Daganzo C. F. The Bottleneck Mechanism of a Freeway Diverge. Transportation Research Part A: Policy and Practice, Vol. 36, No. 6, 2002, pp. 483–505.
6. Jia B., Jiang R., and Wu Q. S. Traffic Behavior near an Off Ramp in the Cellular Automaton Traffic Model. Physical Review E, Vol. 69, 2004, p. 56105.
7. Newell G. F. Delays Caused by a Queue at a Freeway Exit Ramp. Transportation Research Part B: Methodological, Vol. 33, No. 5, 1999, pp. 337–350.
8. Cassidy M. J., Anani S. B., and Haigwood J. M. Study of Freeway Traffic near an Off-Ramp. Transportation Research Part A: Policy and Practice, Vol. 36, No. 6, 2002, pp. 563–572.
9. Daganzo C. F., Laval J., and Muñoz J. C. Some Ideas for Freeway Congestion Mitigation with Advanced Technologies. Traffic Engineering and Control, Vol. 43, No. 10, 2002, pp. 397–403.
10. van den Berg M., De Schutter B., and Hellendoorn H. Effects of On-Ramp and Off-Ramp Metering on Queue Forming in Urban Traffic Networks. Proc., 11th IFAC Symposium on Control in Transportation Systems, Vol. 11, Part 1, Aug. 2006, pp. 130–135.
11. Günther G., Coeymans J. E., Muñoz J. C., and Herrera J. C. Mitigating Freeway Off-Ramp Congestion: A Surface Streets Coordinated Approach. Transportation Research Part C: Emerging Technologies, Vol. 20, No. 1, 2012, pp. 112–125.
12. Hagen L., Lin P. S., and Fabregas A. D. A Toolbox for Reducing Queues at Freeway Off-Ramps. Report BD544–10. Center for Urban Transportation Research, University of South Florida, Tampa; Florida Department of Transportation, Tallahassee, 2006.
13. Li Z., Chang G. L., and Natarajan S. An Integrated Off-Ramp Control Model for Freeway Traffic Management. Presented at 15th World Congress on Intelligent Transportation Systems, New York, 2009.
14. Lim K., Kim J. H., Shin E., and Kim D. G. A Signal Control Model Integrating Arterial Intersections and Freeway Off-Ramps. Journal of Civil Engineering, Vol. 15, No. 2, 2011, pp. 385–394.
15. Pei Y., and Zhou K. Off-Ramp Control near Surface Road. Research Journal of Applied Sciences, Engineering and Technology, Vol. 5, No. 8, 2013, pp. 2612–2615.

Cite article

Cite article

Cite article

OR

Download to reference manager

If you have citation software installed, you can download article citation data to the citation manager of your choice

Share options

Share

Share this article

Share with email
EMAIL ARTICLE LINK
Share on social media

Share access to this article

Sharing links are not relevant where the article is open access and not available if you do not have a subscription.

For more information view the Sage Journals article sharing page.

Information, rights and permissions

Information

Published In

Article first published online: January 1, 2014
Issue published: January 2014

Rights and permissions

© 2014 National Academy of Sciences.
Request permissions for this article.

Authors

Affiliations

Xianfeng Yang
Department of Civil and Environmental Engineering, University of Maryland, College Park, 1173 Glenn L. Martin Hall, College Park, MD 20742.
Yang (Carl) Lu
Department of Civil and Environmental Engineering, University of Maryland, College Park, 1173 Glenn L. Martin Hall, College Park, MD 20742.
Gang-Len Chang
Department of Civil and Environmental Engineering, University of Maryland, College Park, 1173 Glenn L. Martin Hall, College Park, MD 20742.

Notes

Metrics and citations

Metrics

Journals metrics

This article was published in Transportation Research Record: Journal of the Transportation Research Board.

VIEW ALL JOURNAL METRICS

Article usage*

Total views and downloads: 47

*Article usage tracking started in December 2016


Altmetric

See the impact this article is making through the number of times it’s been read, and the Altmetric Score.
Learn more about the Altmetric Scores



Articles citing this one

Receive email alerts when this article is cited

Web of Science: 0

Crossref: 13

  1. Integrated Real-Time Interchange Control System for Freeway Ramps and ...
    Go to citation Crossref Google Scholar
  2. Data and Modeling Support of the Management of Diversion Routes During...
    Go to citation Crossref Google Scholar
  3. Optimizing the integrated off-ramp signal control to prevent queue spi...
    Go to citation Crossref Google Scholar
  4. A queue length estimation and prediction model for long freeway off-ra...
    Go to citation Crossref Google Scholar
  5. Evaluating Designs of a Three-Lane Exit Ramp Based on the Entropy Meth...
    Go to citation Crossref Google Scholar
  6. Signal Timing Optimization Algorithm for an Intersection Connected wit...
    Go to citation Crossref Google Scholar
  7. A Real-Time Server Based Approach for Safe and Timely Intersection Cro...
    Go to citation Crossref Google Scholar
  8. Evaluating the Operational Footprint of Alternative Diamond Interchang...
    Go to citation Crossref Google Scholar
  9. Real-time route diversion control at congested freeway off-ramp areas
    Go to citation Crossref Google Scholar
  10. Integration of adaptive signal control and freeway off-ramp priority c...
    Go to citation Crossref Google Scholar
  11. Increasing the Capacity of the Intersection Downstream of the Freeway ...
    Go to citation Crossref Google Scholar
  12. Integrated signal optimization and non-traditional lane assignment for...
    Go to citation Crossref Google Scholar
  13. Integrating Off-Ramp Spillback Control with a Decomposed Arterial Sign...
    Go to citation Crossref Google Scholar

Figures and tables

Figures & Media

Tables

View Options

Get access

Access options

If you have access to journal content via a personal subscription, university, library, employer or society, select from the options below:


Alternatively, view purchase options below:

Purchase 24 hour online access to view and download content.

Access journal content via a DeepDyve subscription or find out more about this option.

View options

PDF/ePub

View PDF/ePub