Abstract

Tracking vehicles through roundabouts is laborious. Because of this, turning movement volumes are usually estimated using a variety of methods. This paper identifies and evaluates practical methods of estimating turning movement volumes at roundabouts. Thirty four experiments were used to test the effects of different estimation treatments: estimation procedure, time interval size, count location configuration, and turning movement sample procedure. A new economical sampling procedure was introduced and included in the experiment design. The experiments were evaluated using volume estimation and capacity estimation errors. Findings showed that the new sample procedure works well relative to a random sampling procedure. Other insights were gained regarding the four treatments included in the experiment design.

Get full access to this article

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

References

Ashok, K. (1996). Estimation and prediction of time-dependent origin–destination flows, Massachusetts Institute of Technology, Dept. of Civil Engineering, Cambridge, Mass.
Bell, M. G. H. (1984). “Log-linear models for the estimation of origin–destination matrices from traffic counts: An approximation.” Proc., 9th Int. Symp. on Transportation and Traffic Theory, VNU Science Press, Delft, The Netherlands.
Cremer, M., and Keller, H. (1987). “A new class of dynamic methods for the identification of origin–destination flows.” Transp. Res., Part B: Methodol., 21(2), 117–132.
Dixon, M. P., and Rilett, L. R. (2002). “Real-time OD estimation using automatic vehicle identification and traffic count data.” Comput. Aided Civ. Infrastruct. Eng., 17, 7–21.
Dixon, M. P., and Rilett, L. R. (2005). “Population origin–destination estimation using automatic vehicle identification and volume data.” J. Transp. Eng., 131(2), 75–82.
Hellinga, B. (1994). Estimating dynamic origin–destination demands from link and probe counts, Queens University Press, Dept. of Civil Engineering, Ontario, Canada.
Nash, S. G., and Sofer, A. (1996). Linear and nonlinear programming, McGraw-Hill, New York.
Nihan, N. L., and Davis, G. A. (1989). “Application of prediction-error minimization and maximum likelihood to estimate intersection O-D matrices from traffic counts.” Transp. Sci., 23(2), 77–90.
Robinson, B. W., et al. (2000). Roundabouts: An informational guide, Federal Highway Administration, McLean, Va.
Transportation Research Board. (2000). Highway capacity manual, National Research Council, Washington, D.C.
Van Zuylen, H. J., and Willumsen, L. G. (1980). “The most likely trip matrix estimation from traffic counts.” Transp. Res., Part B: Methodol., 16(3), 281–293.

Information & Authors

Information

Published In

Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 133Issue 2February 2007
Pages: 138 - 146

History

Received: Aug 10, 2005
Accepted: Dec 9, 2005
Published online: Feb 1, 2007
Published in print: Feb 2007

Permissions

Request permissions for this article.

Authors

Affiliations

Michael P. Dixon [email protected]
Associate Professor, Univ. of Idaho, P.O. Box 440901, Moscow, ID 83844-0901 (corresponding author). E-mail: [email protected]
Ahmed Abdel-Rahim [email protected]
Assistant Professor, Univ. of Idaho, P.O. Box 440901, Moscow, ID 83844-0901. E-mail: [email protected]
Michael Kyte [email protected]
Professor, Univ. of Idaho, NIATT, P.O. Box 440901, Moscow, ID 83844-0901. E-mail: [email protected]
Traffic Operations Specialist, Mt. Baker Area Headquarters, WSDOT, 1043 Goldenrod Rd., Suite 101, Burlington, WA 98233-3425. E-mail: [email protected]
Howard Cooley [email protected]
Graduate Research Assistant, Univ. of Idaho, NIATT, P.O. Box 440901, Moscow, ID 83844-0901. E-mail: [email protected]
Lee Rodegerdts [email protected]
Kittelson & Associates, Inc., 610 SW Alder St., Suite 700, Portland, OR 97205. 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