TECHNICAL PAPERS
Mar 1, 2007

Ordered Probit Modeling of User Perceptions of Protected Left-Turn Signals

Publication: Journal of Transportation Engineering
Volume 133, Issue 3

Abstract

There is an absence of nationally accepted warrants for left-turn phasing at signalized intersections. Some guidelines recommend a protected left-turn phasing for turns with three or more opposing through lanes. However, there is no research that justifies this recommendation. A Web-based motorist survey was conducted to find how motorists perceive difficulty and their preference for protected left-turn signalization vis-à-vis the number of opposing lanes. The ordered probit modeling of 2,017 responses suggests that driver perception of difficulty to make turns without protected left-turn signals increases with intersection size. As high as 91% of the respondents stated that they much or extremely prefer a protected left-turn signal at an intersection where left-turn vehicles have to cross three lanes of opposing through traffic. The ordered probit models also provide indications of the effects of various sociological variables on the probabilities of driver perceptions of difficulty and preference. The estimated models provide a sensitive tool for making decisions about the left turn treatment at signalized intersections.

Get full access to this article

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

References

Agent, K. R. (1979). “Warrants for left-turn signal phasing.” Transportation Research Record. 737, Transportation Research Board, Washington, D.C., 1–10.
Agent, K. R. (1987). “Guidelines for the use of protected/permissive left-turn phasing.” ITE J., 7, 57, 37–42.
Asante, S. A., Ardekani, S. A., and Williams, J. C. (1993). “Selection criteria for left-turn phasing and indication sequence.” Transportation Research Record. 1421, Transportation Research Board, Washington, D.C., 11–20.
Brehmer, C. L., Kacir, K. C., Noyce, D. A., and Manser, M. P. (2003). “Evaluation of traffic signal display for protected/permissive left-turn control.” NCHRP Rep. No. 493, Transportation Research Board, Washington, D.C.
Cottrell, B. H. (1986). “Guidelines for protected/permissive left-turn signal phasing.” Transportation Research Record. 1069, Transportation Research Board, Washington, D.C., 54–61.
Federal Highway Administration (FHwA). (2003). Manual on uniform traffic control devices (MUTCD), DOT, Washington, D.C.
Greene, W. H. (2002). LIMDEP version 8.0, econometric modeling guide, Econometric Software, Plainview, N.Y.
Greene, W. H. (2003). Econometric analysis, 5th Ed., Prentice-Hall, Upper Saddle River, N.J.
ITE Florida Section. (1982). “Left turn phase design in Florida.” ITE J., 52(9), 28–35.
Kell, J. H., and Fullerton I. J. (1991). Manual of traffic signal design, Prentice-Hall, Englewood Cliffs, N.J.
Lalani, N., Cronin, D., Hattan, D., and Searls, T. (1986). “A summary of the use of warrants for the installation of left-turn phasing at signalized intersections.” ITE J., 56(4), 57–59.
McShane, W. R., and Roess, R. P. (1990). Traffic engineering, Prentice- Hall, Englewood Cliffs, N.J.
Stamatiadis, N., Agent, K. R., and Bizakis, A. (1997). “Guidelines for left-turn phasing treatment.” Transportation Research Record. 1605, Transportation Research Board, Washington, D.C., 1–7.
Train, K. (2003). Discrete choice with simulation, Cambridge University Press, Cambridge, Mass.
Transportation Research Board (TRB). (2000). Highway capacity manual (HCM), Washington, D.C.
Upchurch, J. E. (1986). “Guidelines for selecting type of left-turn phasing.” Transportation Research Record. 1069, Transportation Research Board, Washington, D.C., 30–38.
Washington, S. P., Karlaftis, M. G., and Mannering, F. L. (2003). “Statistical and econometric methods for transportation data analysis.” Capman & Hall/CRC, Boca Raton, Fla.
Zavoina, R., and McElvey (1975). “A statistical model for the analysis of ordinal level dependent variables.” J. Math. Sociol., Summer, 103–210.
Zhang, L. (2004). “Signalized intersection level-of-service that accounts for user perceptions.” Ph.D. dissertation, Dept. of Civil and Environmental Engineering, Univ. of Hawaii at Manoa, Honolulu.
Zhang, L., and Prevedouros, P. D. (2003). “Signalized intersection LOS that accounts for accident risk.” Transportation Research Record. 1852, Transportation Research Board, Washington, D.C., 77–86.
Zhang, L., and Prevedouros, P. D. (2004). “How do you rate intersections with traffic lights?” Univ. of Hawaii at Manoa (UHM), Honolulu, ⟨http://www.eng.hawaii.edu/~panos/Survey_Form.pdf⟩ (February 25, 2006).
Zhang, L., and Prevedouros, P. D. (2005). “User perceptions of signalized intersection level of service.” 84th Annual Meeting of the Transportation Research Board, Paper No. 05-1887, Washington, D.C.

Information & Authors

Information

Published In

Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 133Issue 3March 2007
Pages: 205 - 214

History

Received: Mar 27, 2006
Accepted: Jul 26, 2006
Published online: Mar 1, 2007
Published in print: Mar 2007

Permissions

Request permissions for this article.

Authors

Affiliations

Lin Zhang, Ph.D., A.M.ASCE [email protected]
P.E.
Cambridge Systematics, Inc., 555 12th St., Suite 1600, Oakland, CA 94607. E-mail: [email protected]
Adrian Ricardo Archilla, Ph.D., A.M.ASCE [email protected]
Assistant Professor, Dept. of Civil and Environmental Engineering, Univ. of Hawaii at Manoa, 2540 Dole St., 383, Honolulu, HI 96822 (corresponding author). E-mail: [email protected]
Panos D. Prevedouros, Ph.D., M.ASCE [email protected]
Professor, Dept. of Civil and Environmental Engineering, Univ. of Hawaii at Manoa, 2540 Dole St., 383, Honolulu, HI 96822. 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