TECHNICAL PAPERS
Jun 9, 2010

Influence of HOV Lane Access on HOV Lane Utilization

Publication: Journal of Transportation Engineering
Volume 136, Issue 11

Abstract

High-occupancy vehicle (HOV) lanes are employed in many cities as a traffic congestion mitigation technique. These lanes are intended to provide a travel time benefit to carpools and buses, providing an incentive to choose those modes. The time and frustration involved in finding and using HOV lane access points may act as a deterrent to HOV lane use. Thus, proper planning of HOV lane access may be able to improve convenience for potential users, increasing HOV lane utilization. This paper investigated the possible relationship between the time required to access the HOV lane and travelers’ choice of HOV lane as their mode. Additionally, the distance to HOV lane access points and the type of access point were examined for their influence on HOV lane use rates. It was concluded that neither the type of HOV lane access point (for example, a T-ramp versus a slip ramp) nor the added time necessary to access the HOV lane were significant factors in HOV lane use rates. Instead, the convenience of carpool formation and the convenience of HOV lane access to traveler’s origins and destinations were found to be the most important factors in HOV lane use rates.

Get full access to this article

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

Acknowledgments

The writers would like to thank the Texas Transportation Institute (TTI), the Texas Department of Transportation (TxDOT), the Metropolitan Transit Authority of Harris County, TX (METRO), the Federal Highway Administration (FHWA), and the U.S. Census Bureau for making the data used for this paper available. Financial support for the collection of the data was provided by TxDOT and FHWA, for which we are grateful. In addition to TTI, the University of Texas at Arlington provided assistance with data collection for one of the surveys used. The writers also thank Dr. Wunneburger and Dr. Quadrifoglio of Texas A&M University for their assistance in resolving technical issues encountered during the research. The contents of this paper reflect the views of the authors, who are responsible for the facts and the accuracy of the data presented herein. The contents do not necessarily reflect the official views or polices of the Federal Highway Administration or the Texas Department of Transportation.

References

Aronson, M. N., and Homburger, W. S. (1983). “The location and design of safe and convenient park and ride lots.” FHWA/CA/TO-83/1, Institute of Transportation Studies, FHWA, U.S. Department of Transportation, Berkeley, CA.
Burris, M. W., and Xu, L.(2006). “Potential single-occupant vehicle demand for high occupancy vehicle lanes—Results from a state preference survey of travelers in HOT corridors.” Transportation Research Record 1960, TRB, National Research Council, Washington, D.C., 68–79.
Christiansen, D. L. (1990). High-occupancy vehicle system development in the United States, Texas Transportation Institute, College Station, TX.
Cochran, W. G. (1953). Sampling techniques, John Wiley, Oxford, U.K.
ESRI. (2008). “Author, serve, and use geographic information.” ⟨http://www.esri.com/software/arcgis/about/author_serve_use.html⟩ (Feb. 2, 2008).
Fuhs, C., and Obenberger, J. (2002). “HOV facility development: A review of national trends.” Transportation Research Record 1781, TRB, National Research Council, Washington, D.C., 1–9.
Hall, R. W. (1997). “Effect of highway capacity concentration on highway corridor performance.” Transp. Res., Part A: Policy Pract., 31(6), 475–491.
Kumar, A., and Goss, W. P. (1977). “A modal choice model for fare-free transit.” Transp. Engrg. J., 103, 293–306.
Mahlawat, M. (2007). “Potential use of managed lanes by Texas residents.” MS thesis, Texas A&M Univ., College Station, TX.
Montgomery, D. C., and Runger, G. C. (2006). Applied statistics and probability for engineers, 3rd Ed., Wiley, Hoboken, NJ.
Poole, R. W., and Orski, C. K. (2003). HOT networks: A new plan for congestion relief and better transit, Reason Foundation, Los Angeles.
Texas Transportation Institute. (2000). Executive edition New Jersey I-80 and I-287 HOV lane case study, Texas A&M Univ. System, College Station, TX.
Texas Transportation Institute. (2003). Proposed signs and locations for the Houston value pricing pilot project, Texas A&M Univ. System, College Station, TX.
Turnbull, K. (2003). “Houston managed lanes case study: The evolution of the Houston HOV system.” FHWA OP-04-002, Texas Transportation Institute, College Station, TX, 10–18.
Winn, J. (2005). “An analysis of casual carpool passenger behavior in Houston, Texas.” MS thesis, Texas A&M Univ., College Station, TX.
Xu, L. (2005). “Potential single-occupancy vehicle demand for the Katy Freeway and Northwest Freeway high-occupancy vehicle lanes.” Ph.D. dissertation, Texas A&M Univ., College Station, TX.

Information & Authors

Information

Published In

Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 136Issue 11November 2010
Pages: 1030 - 1038

History

Received: Oct 29, 2008
Accepted: Apr 20, 2010
Published online: Jun 9, 2010
Published in print: Nov 2010

Permissions

Request permissions for this article.

Authors

Affiliations

Kevin Lipnicky [email protected]
EIT, Graduate EngineerHalff Associates, Inc., 300 E. Sonterra Blvd., Ste. 230, San Antonio, TX 78258. E-mail: [email protected]
Mark Burris [email protected]
Associate Professor, Zachry Dept. of Civil Engineering, Texas A&M Univ., 3136 TAMU, College Station, TX 77843 (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