TECHNICAL PAPERS
Sep 1, 2000

Implementing Actuated Control of Diamond Interchanges

Publication: Journal of Transportation Engineering
Volume 126, Issue 5

Abstract

The design of signal timings for diamond intersections is well documented in the literature, and there are a variety of software packages to assist one in generating timing plans. However, the actual implementation of diamond intersection control procedures on modern dual ring actuated controllers is not documented in the literature, primarily because early implementations used vendor specific features on modern controllers. Consequently, none of the implementation procedures were transferable. In recent years, vendors have greatly increased the flexibility of their traffic controllers and now provide configurable ring structures, overlaps, detector modes, and detector mapping. This paper synthesizes current practice and defines procedures for implementing both three-phase and four-phase diamond control logic using common features on modern traffic controllers. The procedures introduced in this paper should allow this important area to mature and gain widespread implementation, leading to more efficient traffic signal operation at signalized diamond interchanges.

Get full access to this article

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

References

1.
Capelle, D. G., and Pinell, C. (1961). “Design and operation of diamond interchanges.” Rep. E-45-61, Texas Transp. Inst., Texas A&M University, College Station, Tex.
2.
De Camp, G. B. ( 1993). “A primer on diamond interchanges.” TexITE News, Texas Section of Institute of Transportation Engineers, Houston, 3–4 and 11.
3.
Fambro, D. B., and Bonneson, J. A. ( 1988). “Optimization and evaluation of diamond interchange signal timing.” 1988 Compendium of Technical Papers, Institute of Transportation Engineers, Washington, D.C., 125–129.
4.
Herrick, G. C., and Messer, C. J. (1992). “Strategies for improving traffic operations at oversaturated signalized interchanges.” Res. Rep. 1148-4F, Texas Transp. Inst., Texas A&M University, College Station, Tex.
5.
Kim, Y., and Messer, C. J. (1992). “Traffic signal timing models for oversaturated signalized interchanges.” Res. Rep. 1148-2, Texas Transp. Inst., Texas A&M University, College Station, Tex.
6.
Lum, K. M., and Lee, C. E. (1992). “Actuated traffic signal control at diamond interchange.”J. Transp. Engrg., ASCE, 118(3), 410–429.
7.
Messer, C. J., and Chang, M. S. (1987). “Traffic operations of basic traffic-actuated control systems at diamond interchanges.” Transp. Res. Rec. 1114, Transportation Research Board, Washington, D.C., 54–62.
8.
Munjal, P. K. (1971). “An analysis of diamond interchanges.” Transp. Res. Rec. 349, Transportation Research Board, Washington, D.C., 47–64.
9.
National Electrical Manufacturers Association (NEMA). (1992). Standards Publ. No. TS 2, Washington, D.C.
10.
National Research Council (NRC). (1997). “Highway capacity manual.” Spec. Rep. 209, Washington, D.C.
11.
Texas Transportation Institute (TTI). (1998). Passer III-98 users manual, Texas A&M University, College Station, Tex.

Information & Authors

Information

Published In

Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 126Issue 5September 2000
Pages: 390 - 395

History

Received: Nov 5, 1999
Published online: Sep 1, 2000
Published in print: Sep 2000

Permissions

Request permissions for this article.

Authors

Affiliations

Grad. Res. Asst., School of Civ. Engrg., Purdue Univ., West Lafayette, IN 47907. E-mail: [email protected]
Assoc. Prof., School of Civ. Engrg., Purdue Univ., West Lafayette, IN 47907 (corresponding author). E-mail: [email protected]
Asst. Dir., Texas Transp. Inst., Texas A&M Univ., College Station, TX 77843. 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