TECHNICAL PAPERS
Mar 1, 2006

Predicting Speeds in an Urban Right-Turn Lane

Publication: Journal of Transportation Engineering
Volume 132, Issue 3

Abstract

Right-turn lanes are used to provide space for the deceleration and storage of turning vehicles and to separate the turning vehicles from the through movement. When larger corner radii are used at the right turn, vehicles can turn at higher speeds (thereby minimizing speed differential between turning and through vehicles). A concern with the higher operating speed is the challenge it provides pedestrians. This project analyzed the impact of right-turn treatments on right-turn vehicles speeds at 19 urban approaches. Each approach had an exclusive right-turn lane that was separated from the through lane with either a lane line or a raised corner island. The 85th percentile free-flow speed near the middle of the right turn ranged from 20.9 to 33.8kmh(1321mi.h) while on the approach it ranged from 27.4 to 46.7kmh(1729mi.h) . Speed prediction equations were developed as part of this study.

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Acknowledgments

This paper is based on research sponsored by the Texas Department of Transportation (TxDOT) and the U.S. Department of Transportation, Federal Highway Administration (FHwA). It was performed by the Texas Transportation Institute. The contents of this paper reflect the views of the writers, who are responsible for the facts and the accuracy of the data presented herein. The contents do not necessarily reflect the official views or polices of TxDOT or FHwA.

References

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Fitzpatrick, K., and Schneider, W. H., IV. (2004). “Turn speeds in right-turn lanes.” Rep. No. FHWA/TX-05/0-4365-4, College Station, Tex.
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Information & Authors

Information

Published In

Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 132Issue 3March 2006
Pages: 199 - 204

History

Received: Dec 28, 2004
Accepted: May 6, 2005
Published online: Mar 1, 2006
Published in print: Mar 2006

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Authors

Affiliations

Kay Fitzpatrick [email protected]
P.E.
Research Engineer, Texas Transportation Institute, 3135 TAMU, College Station, TX 77843-3135 (corresponding author). E-mail: [email protected]
William H. Schneider IV
Assistant Research Scientist, Texas Transportation Institute, 3135 TAMU, College Station, TX 77843-3135.
Eun Sug Park
Assistant Research Scientist, Texas Transportation Institute, 3135 TAMU, College Station, TX 77843-3135.

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