Technical Papers
Jun 23, 2016

Evaluating Operational Implications of Reduced Lane and Shoulder Widths on Freeways

Publication: Journal of Transportation Engineering
Volume 142, Issue 11

Abstract

As the demand for additional capacity on urban freeways continues to increase, there is a need to better understand how to optimize the lane and shoulder configurations so as to improve capacity without adversely impacting operating speed. The overall objective for this research effort was to identify the operational implications of using reduced lane and shoulder widths on freeways. The operational analysis found speeds 3.5km/h (2.2 mph) higher for a 3.7 m (12 ft) lane as compared to a 3.4 m (11 ft) lane. The authors developed an equation that can be used to predict speeds per lane for freeway locations with boundary conditions similar to those present in the study database.

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Information

Published In

Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 142Issue 11November 2016

History

Received: Oct 5, 2015
Accepted: Apr 18, 2016
Published online: Jun 23, 2016
Published in print: Nov 1, 2016
Discussion open until: Nov 23, 2016

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Authors

Affiliations

Kay Fitzpatrick, Ph.D. [email protected]
P.E.
Senior Research Engineer, Texas A&M Transportation Institute, 3135 TAMU, College Station, TX 77843-3135 (corresponding author). E-mail: [email protected]
Karen Dixon, Ph.D., M.ASCE [email protected]
P.E.
Senior Research Engineer, Texas A&M Transportation Institute, 3135 TAMU, College Station, TX 77843-3135. E-mail: [email protected]
Raul Avelar, Ph.D. [email protected]
P.E.
Associate Research Engineer, Texas A&M Transportation Institute, College Station, TX 77843-3135. E-mail: [email protected]

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