TECHNICAL PAPERS
Sep 1, 2007

Safety Treatments at Isolated High-Speed Signalized Intersections: Synthesis

Publication: Journal of Transportation Engineering
Volume 133, Issue 9

Abstract

High-speed intersections pose a safety and operational challenge. Currently, no specific guidance for treating high-speed intersections exists, particularly in the case of intersections with substantial truck traffic. To fill in this gap, this paper presents a synthesis of findings from a literature review and a survey of practitioners. Results indicate that the primary safety concerns at high-speed intersections relate to red-light running and rear-end collisions. Further, operational and safety concerns at high-speed intersections were identified as being related to the different characteristics of trucks (e.g., accelerating/decelerating capabilities). The survey indicates no consensus among practitioners on how best to improve operations and safety at high-speed signalized intersections. Specific concerns over the liability and system/equipment reliability issues were raised. This note summarizes the findings from the literature review and survey and offers recommendations to increase awareness and acceptance for high-speed intersection treatments.

Get full access to this article

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

References

Antonucci, N., Hardy, K., Slack, K., Pfefer, R., and Neuman, T. (2004). “A guide for reducing collisions at signalized intersections.” NCHRP Rep. No. 500, National Cooperative Highway Research Program, Transportation Research Board, Vol. 12, National Academy of Sciences, Washington, D.C.
Archer, J., and Al-Mudhaffar, A. (2004). “Vehicle actuated signal control and the LHOVRA incident reduction function.” KTH-TRITA 04-034, Royal Institute of Technology (KTH) Publication, Stockholm, Sweden.
Bergh, T., and Paterson, A. (1991). “LHORVA, A new traffic signal control strategy for isolated junctions.” Publication No. 51E, Swedish National Road Administration, Stockholm, Sweden.
Bierley, R., and Parkinson, J. (1964). “The traffic pacer system.” Highw. Res. Rec., 49, 10–126.
Bonneson, J., Middleton, D., Zimmerman, K., Charara, H., and Abbas, M. (2001). “Development and evaluation of a detection-control system for rural intersections.” FHWA/TX-05/5-4022-01-1, Texas Transportation Institute, Texas A&M Univ., College Station, Tex.
Bonneson, J., and Zimmerman, K. (2006). “In-service evaluation of detection-control system for isolated high-speed signalized intersections.” Proc., Transportation Research Board 85th Annual Meeting, Transportation Research Board, National Academy of Sciences, Washington, D.C.
Breuning, S. (1962). “Intersection traffic control through coordination of approach speed.” Highway Research Bulletin, No. 386, 69–80.
Dare, C. (1969a). “Development of an advisory speed signal system for high-speed intersections under traffic-actuated control.” Highw. Res. Rec., 286, 1–17.
Dare, C. (1969b). “The traffic-actuated signal funnel.” Traffic Eng., 1969, 18–28.
DOT. (2006). “ITS deployment statistics.” ITS Joint Program Office, Washington, D.C., http://www.itsdeployment.its.dot.gov/ .
Engström, A. (1994). “10 Years with LHORVA—What ate the experiences?” Proc., 7th Int. Conf. on Road Traffic Monitoring and Control, Conf., Publication No. 391, Institute of Engineering and Technology, London, 97–100.
Farraher, B., Weinholzer, R., and Kowski, M. (1999). “The effect of advanced warning flashers on red light running: A study using motion imaging recording system technology at trunk Highway 169 and Pioneer Trail in Bloomington, Minnesota.” 1999 Compendium of Technical Papers ITE 69th Annual Meeting, Institute of Transportation Engineers, Washington, D.C.
Ferlis, R. (2002). “Infrastructure collision-avoidance concept for straight-crossing-path crashes at signalized intersections.” Transportation Research Record. 1800, Transportation Research Board, Washington, D.C., 85–91.
Klugman, A., Boje, B., and Belrose, M. (1992). “A study of the use and operation of advance warning flashers at signalized intersections.” Rep. No. MN/RC-93/01, Minnesota Dept. of Transportation, Office of Research Administration, St. Paul, Minn.
Lum, K., and Halim, H. (2006). “The before-and-after study on green signal countdown device installation.” Transportation Research. Part F: Traffic Psychology and Behaviour, 9(1), 29–41.
Martin, P., Kalyani, V., and Stevanovic, A. (2003). “Evaluation of advanced warning signals on high speed signalized intersections.” MPC Rep. No. 03-0155, Mountain-Plains Consortium, Fargo, N.D.
Middleton, D., Jasek, D., Charara, H., and Morris, D. (1997). “Evaluation of innovative methods to reduce stops to trucks at isolated signalized intersections.” Rep. No. 2972-S, Texas Transportation Institute, Texas A&M Univ., College Station, Tex.
McCoy, P., and Pesti, G. (2003). “Improving dilemma zone protection of advance detection with advance warning flashers.” Transportation Research Record. 1844, Transportation Research Board, Washington, D.C., 11–17.
National Center for Statistics and Analysis (NCSA). (2006). “Traffic safety fact 2004.” A compilation of motor vehicle crash data from the fatality analysis reporting system and the general estimates system, Washington, D.C.
National Highway Traffic Safety Administration (NHTSA). (2006). “Fatality analysis reporting system (FARS) web-based encyclopedia.” http://www-fars.nhtsa.dot.gov/ .
Pant, P., Cheng, Y., Rajagopal, A., and Kashayi, N. (2005). “Field testing and implementation of dilemma zone protection and signal coordination at closely-spaced high-speed intersections.” FHWA/OH-2005/006, Univ. of Cincinnati, Cincinnati.
Pant, P., and Xie, Y. (1995). “Comparative study of advanced warning signs at high speed signalized intersections.” Transportation Research Record. 1495, Transportation Research Board, Washington, D.C., 28–35.
Penney, T. (1999). “Tech brief: Intersection collision warning system.” FHWA-RD-99-103, United States Dept. of Transportation, Washington, D.C.
Radwan, E., Yan, X., Birriewl, E., and Gou, D. (2006). “Effect of pavement-marking countermeasure to improve signalized-intersection safety.” Proc., Transportation Research Board 85th Annual Meeting, Transportation Research Board, National Academy of Sciences, Washington, D.C.
Rodegerdts, L., et al. (2004). “Signalized intersections: Informational guide.” FHWA-HRT-04-091, United States Dept. of Transportation, Washington, D.C.
Sayed, T., Vahidi, H., and Rodriguez, F. (1999). “Advance warning flashers: Do they improve safety?” Transportation Research Record. 1692, Transportation Research Board, Washington, D.C., 30–38.
SRF Consulting (SRF). (2001). “Truck priority at traffic signals.” Final Rep. SRF Consulting Group, Minneapolis.
Starr, R. (2005). “Minnesota guidestar program and project updates.” Advanced Transportation Technologies Seminar Series, Univ. of Minnesota, Center for Transportation Studies, Intelligent Transportation Systems Institute, Minneapolis, http://www.its.umn.edu/seminars/index.html (Nov. 2, 2006).
Sunkari, S., Messer, C., and Charara, H. (2005). “Performance of advance warning for end of green system for high-speed signalized intersections.” Transportation Research Record. 1925, Transportation Research Board, Washington, D.C., 176–184.
Sunkari, S. R., Charara, H., and Urbanik, T. (2000). “Reducing truck stops at high-speed isolated intersections.” Rep. No. 1439-8, Texas Transportation Institute, Texas A&M Univ., College Station, Tex.
von Stein, W. (1958). “Traffic flow with pre-signals and the signal funnel.” The theory of traffic flow, Elsevier, New York, 28–56.
Zeeger, C. V., and Deen, R. C. (1978). “Green-extension systems at high-speed intersections.” ITE J., 1978(11), 19–24.
Zimmerman, K., Bonneson, J., Middleton, D., and Abbas, M. (2003). “Improved detection and control system for isolated high-speed intersections.” Transportation Research Record. 1856, Transportation Research Board, Washington, D.C., 212–219.

Information & Authors

Information

Published In

Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 133Issue 9September 2007
Pages: 523 - 528

History

Received: May 12, 2006
Accepted: Feb 22, 2007
Published online: Sep 1, 2007
Published in print: Sep 2007

Permissions

Request permissions for this article.

Authors

Affiliations

Steven L. Jones Jr.
Assistant Professor, Dept. of Civil, Construction and Environmental Engineering, Univ. of Alabama, 213C Shelby Hall, Box 870205, Tuscaloosa, AL 35487.
Virginia P. Sisiopiku
Associate Professor, Dept. of Civil, Construction and Environmental Engineering, Univ. of Alabama at Birmingham, 311 Hoehn, 1075 13th St. South, Birmingham, AL 35294.

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