TECHNICAL PAPERS
Oct 14, 2011

Procedure for Evaluating the Impacts of Indirect Driveway Left-Turn Treatments on Traffic Operations at Signalized Intersections

Publication: Journal of Transportation Engineering
Volume 137, Issue 11

Abstract

The use of nontraversable median cross sections and directional median openings has generated increased numbers of U-turning vehicles at signalized intersections. A procedure is needed to help transportation professionals determine the impacts of proposed median-modification projects on traffic operations at downstream signalized intersections. This study is a continuous effort following previous studies to evaluate the impacts of indirect driveway left-turn treatments on traffic operations at signalized intersections. In the present study, a total of 80 h of traffic data were collected at 66 roadway segments in the Tampa Bay area of Florida. On the basis of the data collected in the field, the research team developed a negative-binomial model to estimate the expected number of U-turning vehicles on a left-turn approach at a signalized intersection during weekday peak periods. The model has only five independent variables, and all of these variables can be easily measured in the field. By combining the research results of this study and previous studies, a procedure is provided to help transportation professionals evaluate the impacts of proposed indirect driveway left-turn treatments on traffic operations at downstream signalized intersections.

Get full access to this article

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

Acknowledgments

This research was partly sponsored by the National Natural Science Foundation of China (No. NNSFC507380001) and the National Key Basic Research Program (No. UNSPECIFIED2006CB705501). The assistance is greatly appreciated. The writers also would like to thank the graduate research assistants in the Department of Civil and Environmental Engineering at the University of South Florida for their assistance in field data collection and data reduction.

References

Adams, J. C., and Hummer, J. E. (1993). “Effects of U-turns on left-turn saturation flow rates.” Transportation Research Record 1398, Transportation Research Board, Washington, DC, 90–100.
Carter, D., Hummer, J. E., and Foyle, R. S. (2005). “Operational and safety effects of U-turns at signalized intersections.” Transportation Research Record 1912, Transportation Research Board, Washington, DC, 11–18.
Liu, P., Lu, J. J., Fan, J., Pernia, J., and Sokolow, G. (2005). “Effects of U-turns on the capacities of signalized intersections.” Transportation Research Record 1920, Transportation Research Board, Washington, DC, 74–80.
Liu, P., Lu, J., Sokolow, G., and Zhou, H. (2007). “Operational effects of U-turns as alternatives to direct left-turns.” J. Transp. Eng., 133(5), 327–334.
Lu, J. J., Dissanayake, S., and Castillo, N. (2001a). Safety evaluation of right-turns followed by U-turns as an alternative to direct left turns: Conflict data analysis, Florida Dept. of Transportation, Tallahassee, FL.
Lu, J. J., Dissanayake, S., and Xu, L. (2001b). Safety evaluation of right-turns followed by U-turns as an alternative to direct left turns: Crash data analysis, Florida Dept. of Transportation, Tallahassee, FL.
Lu, J. J., Pirinccioglu, F., and Pernia, J. (2004). Safety evaluation of right-turns followed by U-turns at signalized intersection (6 or more lanes) as an alternative to direct left turns: Conflict data analysis, Florida Dept. of Transportation, Tallahassee, FL.
Lu, J. J., Pirinccioglu, F., and Pernia, J. (2005). Safety evaluation of right-turns followed by U-turns (4-lane arterials) as alternatives to direct left turns: Conflict data analysis, Florida Dept. of Transportation, Tallahassee, FL.
Maher, M. J., and Summersgill, I. (1996). “A comprehensive methodology for the fitting 662 of predictive accident models.” Accid. Anal. Prev., 28(3), 281–296.
Potts, I. B., Harwood, D. W., Torbic, D. J., Richard, K. R., Gluck, J. S., and Levinson, H. S. (2004). “Safety of U-turns at unsignalized median opening.” NCHRP Rep. 524, National Cooperative Highway Research Program, Transportation Research Board, Washington, DC.
Transportation Research Board. (2000). Highway capacity manual, National Council, Washington, DC.
Tsao, S., and Chu, S. (1995). “A study on adjustment factors for U-turns in left-turn lanes at signalized intersections.” J. Adv. Transp., 29(2), 183–192.

Information & Authors

Information

Published In

Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 137Issue 11November 2011
Pages: 760 - 766

History

Received: Nov 8, 2008
Accepted: Dec 28, 2010
Published online: Oct 14, 2011
Published in print: Nov 1, 2011

Permissions

Request permissions for this article.

Authors

Affiliations

Graduate Research Assistant, School of Transportation, Southeast Univ., #2 Si Pai Lou, Nanjing, China 210096. E-mail: [email protected]
Pan Liu, Ph.D. [email protected]
Professor, School of Transportation, Southeast Univ., #2 Si Pai Lou, Nanjing, China 210096 (corresponding author). E-mail: [email protected]
Jian John Lu, Ph.D. [email protected]
Professor, Dept. of Civil and Environmental Engineering, Univ. of South Florida, 4202 E. Fowler Ave. ENB118, Tampa, FL 33620. E-mail: [email protected]
Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Univ. of South Florida, 4202 E. Fowler Ave., ENB118, Tampa, FL 33620. E-mail: [email protected]
Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Univ. of South Florida, 4202 E. Fowler Ave., ENB118, Tampa, FL 33620. 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