TECHNICAL NOTES
Nov 1, 2006

Upstream Signalized Crossover Intersection: An Unconventional Intersection Scheme

Publication: Journal of Transportation Engineering
Volume 132, Issue 11

Abstract

The impact of left turns on operation is probably the most significant factor in the performance of conventional intersections. As a result engineers have looked to alternative measures for dealing with left turns at intersections to improve performance, some of which have been unconventional schemes. The purpose of this paper is to discuss an unconventional intersection scheme, the upstream signalized crossover (USC), which is a four-legged intersection designed to eliminate left turn opposing conflicts by crossing the left and through traffic to the left side of the road at all four approaches prior to the intersection. The crisscrossing of traffic upstream of the intersection results in four additional secondary signalized intersections. VISSIM was used to model and analyze the unconventional USC intersection as well as a conventional intersection for comparison. The analysis revealed that the USC intersection can handle higher traffic volumes at reduced overall delays. In terms of left turn delay, the conventional intersection performed better at lower volumes. However, the USC was able to handle much higher left turn volumes while maintaining acceptable level of delay. In terms of through movement delay, the USC intersection was found to perform significantly better than the conventional intersection.

Get full access to this article

View all available purchase options and get full access to this article.

References

Chlewicki, G. L. (2003). “New interchange and intersection designs: The synchronized split-phasing intersection and the diverging diamond interchange.” Proc., 2nd Urban Street Symp.: Uptown, Downtown, or Small Town: Designing Urban Streets that Work, Anaheim, Calif.
Hummer, J. E. (1998). “Unconventional left-turn alternative for urban and suburban arterials—Part one.” ITE J., September.
Jagannathan, R., and Bared, J. G. (2004). “Design and operational performance of crossover displaced left-turn (XDL) intersections.” Proc., TRB 2004 Annual Meeting (CD-ROM).
Synchro 5 Traffic Signal Coordination Software (2001), Trafficware.
VISSIM 3.60, user manual (2003), PTV America Inc., 1-2, 5-4.

Information & Authors

Information

Published In

Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 132Issue 11November 2006
Pages: 907 - 911

History

Received: May 23, 2005
Accepted: Apr 12, 2006
Published online: Nov 1, 2006
Published in print: Nov 2006

Permissions

Request permissions for this article.

Authors

Affiliations

Vener Tabernero
Stantec Consulting, 1007-7445-132 St., Surrey BC, Canada V3W 1J8.
Tarek Sayed
Professor, Dept. of Civil Engineering, Univ. of British Columbia, Vancouver BC, Canada V6T 1Z4 (corresponding author). E-mail: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share