Technical Papers
Aug 8, 2016

Cycle-Length Strategies for a Diverging Diamond Interchange in a Coordinated Arterial

Publication: Journal of Transportation Engineering
Volume 142, Issue 12

Abstract

The diverging diamond interchange (DDI) is growing in popularity as an interchange treatment, yet there is rather limited guidance available on signal timing practices. One particular area of concern is the coordination of a DDI along with neighboring intersections in an arterial. This study examines three different cycle length strategies for DDI coordination: (1) using the full cycle length of the corridor; (2) using a half-cycle; and (3) using a previously described three-phase scheme intended to manage queues within the DDI. Six different origin-destination (O-D) scenarios are tested in a microsimulation study. Results are presented in terms of the number of stops, movement delays at the DDI, queue lengths, and delay by O-D path. The outcomes show that the half-cycle strategy yielded lower total and average delays yet resulted in more stops along the arterial and higher arterial O-D path delays. The full-cycle option, meanwhile, tended to achieve fewer stops and lower delays for arterial routes but increased total and average delays for other movements. The three-phase strategy often reduced delays and queue lengths for the arterial movements exiting the DDI, but increased these for other movements.

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Acknowledgments

This work was supported in part by the Joint Transportation Research Program jointly led by the Indiana Department of Transportation and Purdue University. The contents of this paper reflect the views of the authors, who are responsible for the facts and the accuracy of the data presented herein, and do not necessarily reflect the official views or policies of the sponsoring organizations. These contents do not constitute a standard, specification, or regulation.

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Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 142Issue 12December 2016

History

Received: Feb 3, 2016
Accepted: Jun 16, 2016
Published online: Aug 8, 2016
Published in print: Dec 1, 2016
Discussion open until: Jan 8, 2017

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Authors

Affiliations

Christopher M. Day, Ph.D., M.ASCE [email protected]
P.E.
Senior Research Scientist, School of Civil Engineering, Purdue Univ., West Lafayette, IN 47905 (corresponding author). E-mail: [email protected]
Darcy M. Bullock, Ph.D., M.ASCE [email protected]
P.E.
Professor, School of Civil Engineering, Purdue Univ., West Lafayette, IN 47905. E-mail: [email protected]

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