TECHNICAL PAPERS
Aug 16, 2004

Radius Requirements for Reverse Horizontal Curves on Three-Dimensional Alignments

Publication: Journal of Transportation Engineering
Volume 130, Issue 5

Abstract

Horizontal reverse curves are used in all types of highways either in mainline alignments or in freeway interchange ramps. At present, minimum radius requirements for reverse curves are determined based on vehicle performance on each arc of the reverse curve individually without giving any consideration to the nature of the reverse curvature. This paper determines the required minimum radius for reverse curves on freeway mainlines based on vehicle stability using computer software to simulate truck behavior on different alignments. It was found that an increase to the minimum radius requirements of horizontal reverse curves is required to maintain the driver comfort levels suggested by design guides and to prevent potential rollover. That increase ranges from 8.3 to 28.8% depending on the geometric configuration of the highway as well as on the design vehicle. The design guidelines developed for horizontal reverse curves should be useful in improving road safety on highways, especially for freeway interchanges.

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References

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Information & Authors

Information

Published In

Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 130Issue 5September 2004
Pages: 610 - 620

History

Received: May 7, 2003
Accepted: Oct 21, 2003
Published online: Aug 16, 2004
Published in print: Sep 2004

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Authors

Affiliations

Essam Dabbour
Research Associate, Dept. of Civil Engineering, Ryerson Univ., Toronto ON, Canada M5B 2K3.
Said M. Easa
Professor and Chair, Dept. of Civil Engineering, Ryerson Univ., Toronto ON, Canada M5B 2K3.
A. O. Abd El Halim
Professor, Dept. of Civil and Environmental Engineering, Carlton Univ., Ottawa ON, Canada 1KS 5B6.

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