Skip to main content
Intended for healthcare professionals
Restricted access
Research article
First published January 2005

Safety of U-Turns at Unsignalized Median Openings: Some Research Findings

Abstract

Many state and local transportation agencies install nontraversable medians on multilane highways to improve safety and travel times and to manage local access better. While nontraversable medians restrict direct left-turn access to and from adjacent developments, traffic destined for these locations must use alternate routes, some of which may involve making U-turns at nearby median openings–-a movement often referred to as an indirect left turn. Until recently, the safety effects of increased U-turn volumes have been largely unknown. NCHRP Project 17–21, Safety of U-Turns at Unsignalized Median Openings, documented the safety performance and operational effects of U-turns at median openings. This paper presents the key findings from that research. It presents a summary of key literature and current highway agency practice related to median openings, a detailed classification scheme for median openings, and a summary of the results of comprehensive field studies. The research results indicate that access management strategies that increase U-turn volumes at unsignalized median openings can be used safely and effectively. Analysis of accident data found that accidents related to U-turn and left-turn maneuvers at unsignalized median openings occur infrequently. In urban arterial corridors, unsignalized median openings experienced an average of 0.41 U-turn-plus-left-turn accidents per median opening per year. In rural arterial corridors, unsignalized median openings experienced an average of 0.20 U-turn-plus-left-turn accidents per median opening per year. On the basis of these limited accident frequencies, there is no indication that U-turns at unsignalized median openings are a major safety concern.

Get full access to this article

View all access and purchase options for this article.

References

1. Potts I. B., Harwood D. W., Torbic D. J., Richard K., Gluck J., Levinson H. S., Garvey P., and Ghebrial R. Final Report NCHRP Project 17–21, Midwest Research Institute, Kansas City, Mo., 2004.
2. McDonald J. W. Relation Between Number of Accidents and Traffic Volume at Divided-Highway Intersections. Bulletin 74, HRB, National Research Council, Washington, D.C., 1953.
3. Priest R. V. Statistical Relationships Between Traffic Volume, Median Width, and Accident Frequency on Divided Highway Grade Intersections. Highway Research News, No. 13, June 1964.
4. The Traffic Safety Toolbox: A Primer on Traffic Safety. ITE, Washington, D.C., 1987.
5. Gluck J., Levinson H. S., and Stover V. NCHRP Report 420: Impacts of Access Management Techniques. TRB, National Research Council, Washington, D.C., 1999.
6. Foody T. J., and Richardson W. C. Evaluation of Left Turn Lanes as a Traffic Control Device. Ohio Department of Transportation, Columbus, 1973.
7. Harwood D. W., Bauer K. M., Potts I. B., Torbic D. J., Richard K. R., Rabbani E. R. K., Hauer E., and Elefteriadou L. Safety Effectiveness of Intersection Left- and Right-Turn Lanes. Report FHWA-RD-02–089. FHWA, U.S. Department of Transportation, July 2002.
8. Hauer E. The Safety of Older Persons at Intersections. In Special Report 218: Transportation in an Aging Society: Improving Mobility and Safety for Older Persons, Volume 2, TRB, National Research Council, Washington, D.C., 1988, pp. 194–252.
9. Bonneson J. A., and McCoy P. T. NCHRP Report 395: Capacity and Operational Effects of Midblock Left-Turn Lanes. TRB, National Research Council, Washington, D.C., 1997.
10. Florida Department of Transportation, Tallahassee, 1996.
11. Lu J., Dissanayake S., Castillo N., and Williams K. Methodology to Quantify the Effects of Access Management on Roadway Operations and Safety. Florida Department of Transportation, Tallahassee, 2000.
12. Kach B. The Comparative Accident Experience of Directional and Bi-Directional Signalized Intersections. Michigan Department of Transportation, Lansing, 1992.
13. Maki R. E. Directional Crossovers: Michigan's Preferred Left-Turn Strategy. Presented at 75th Annual Meeting of the Transportation Research Board, 1996.
14. Castronovo S., Dorothy P. W., Scheuer M. C., Maleck T. L.et al. The Operational and Safety Aspects of the Michigan Design for Divided Highways, Vol. I. Michigan State University College of Engineering, East Lansing, 1995.
15. Aylsworth-Bonzelet L., and Sisiopiku V. The Operation and Design of Loons at Narrow Median Cross-Overs. Technical Report to the Great Lakes Center for Truck and Transit Research, Transportation Research Institute, University of Michigan, Ann Arbor, 1998.
16. Sisiopiku V., and Aylsworth-Bonzelet L. Application of Loons at Directional Crossovers. Presented at 82nd Annual Meeting of the Transportation Research Board, Washington, D.C., 2003.
17. A Policy on Geometric Design of Highways and Streets, 4th ed. AASHTO, Washington, D.C., 2001.
18. Manual on Uniform Traffic Control Devices, Millennium Edition. FHWA, U.S. Department of Transportation, 2000.

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: January 2005
Issue published: January 2005

Rights and permissions

© 2005 National Academy of Sciences.
Request permissions for this article.

Authors

Affiliations

Herbert S. Levinson
40 Hemlock Road, New Haven, CT 06515.
Ingrid B. Potts
Midwest Research Institute, 425 Volker Boulevard, Kansas City, MO 64110-2299.
Douglas W. Harwood
Midwest Research Institute, 425 Volker Boulevard, Kansas City, MO 64110-2299.
Jerome Gluck
Urbitran Associates, Inc., 71 West 23rd Street, New York, NY 10010.
Darren J. Torbic
Midwest Research Institute, 2362 Raven Hollow Road, State College, PA 16801.

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: 72

*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: 6

  1. Analysis of Factors Associated with Highway Personal Car and Truck Run...
    Go to citation Crossref Google Scholar
  2. Empirical examination of interdependent relationship between usage of ...
    Go to citation Crossref Google Scholar
  3. Safety Performance of Unsignalized Median U-Turn Intersections
    Go to citation Crossref Google Scholar
  4. Midblock U-Turn and Elevated U-Turn Safety and Economy Comparison: A C...
    Go to citation Crossref Google Scholar
  5. Evaluating Signalization and Channelization Selections at Intersection...
    Go to citation Crossref Google Scholar
  6. Investigating and Modeling the Illegal U-Turn Violations at Medians of...
    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