TECHNICAL PAPERS
Apr 1, 2009

Operational Performance Assessment for Two-Lane Highway Facilities

Publication: Journal of Transportation Engineering
Volume 135, Issue 4

Abstract

Transportation professionals have indicated that a facility-based evaluation methodology for two-lane highways would be much more useful and practical to them than just the individual segment and point analysis methodologies. A facility level analysis will allow the various features (e.g., isolated intersections, continuous grades, passing lanes) that are typical to an extended length of two-lane highway to be addressed in a combined analysis with a single performance measure and level of service value resulting. Currently, no operational analysis methodology exists to address two-lane highways with different segment types at the facility level. The scope of analysis provided in the HCM 2000 for two-lane highways is limited to a single segment within the facility. This paper describes an effort to develop a methodology for the operational analysis of a two-lane highway that includes occasional isolated signalized intersections. The developed methodology provides a model for the basic structure of a facility level analysis that will be amenable to the incorporation of a variety of segment types.

Get full access to this article

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

Acknowledgments

The writers would like to express their sincere appreciation to Douglas McLeod and Gina Bonyani of the Florida Department of Transportation for their valuable input during the conduct of this study. This research was sponsored by the Florida Department of Transportation.

References

Dixon, M. P., Kyte, M., and Sarepali, S. S. K. (2004). “Effects of upstream signalized intersections on two-lane highway operations.” Proc., Transportation Research Board, Transportation Research Board, Washington, D.C.
Florida Dept. of Transportation (FDOT). (2002). Quality/level of service handbook, Tallahassee, Fla., ⟨http://www.dot.state.fl.us/planning/systems/sm/los/los_sw2.shtm⟩.
Institute of Transportation Engineers. (1982). Transportation and traffic engineering handbook, 2nd Ed., Prentice-Hall, Englewood Cliffs, N.J.
May, A. D. (1965). “Gap availability studies.” Highway Research Record. 72, Highway Research Board, Washington, D.C., 101–136.
May, A. D. (1990). Traffic flow fundamentals, Prentice-Hall, Englewood Cliffs, N.J.
Transportation Research Board (TRB). (2000). Highway capacity manual, Transportation Research Board, National Research Council, Washington, D.C.
Washburn, S. S., McLeod, D. S., and Courage, K. G. (2002). “Adaptation of the HCM 2000 for planning level analysis of two-lane and multilane highways in Florida.” Transportation Research Record. 1802, Transportation Research Board, Washington, D.C., 62–68.
Yu, Q. (2006). “Methodology for the operational performance assessment of two-lane highway facilities.” Doctoral dissertation, Univ. of Florida, Gainesville, Fla.

Information & Authors

Information

Published In

Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 135Issue 4April 2009
Pages: 197 - 205

History

Received: Nov 13, 2007
Accepted: Oct 15, 2008
Published online: Apr 1, 2009
Published in print: Apr 2009

Permissions

Request permissions for this article.

Authors

Affiliations

Qingyong Yu, Ph.D. [email protected]
P.E.
Transportation Planner, HNTB Corporation, 300 Primera Blvd., Suite 200, Lake Mary, FL 32746. E-mail: [email protected]
Scott S. Washburn, Ph.D., M.ASCE [email protected]
P.E.
Associate Professor, Dept. of Civil and Coastal Engineering, Univ. of Florida; 365 Weil Hall, Gainesville, FL 32611 (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