TECHNICAL PAPERS
Jul 1, 2000

Probabilistic Approach to Implementing Traffic Signal Warrants

Publication: Journal of Transportation Engineering
Volume 126, Issue 4

Abstract

Traffic signal warrants documented in the Manual on Uniform Traffic Control Devices neglects the effect of daily and hourly volume variations in traffic. Furthermore, current practice cannot be used to prioritize signal installations among multiple intersections that meet the warrants. Finally, there is no guidance in the Manual on Uniform Traffic Control Devices on how the warrants can be applied to projected traffic conditions when hourly counts are not available. This paper describes a probabilistic approach to implementing traffic signal warrants. The proposed approach used Monte Carlo simulation to generate, on the basis of variable hourly traffic counts, the probability that any particular signal warrant will be met at an intersection. The simulation approach was extended to develop planning level guidelines for signal installation using predefined synthetic traffic flow profiles and the average daily traffic estimates for the intersecting streets. The proposed guidelines were compared with current planning guidelines used in Texas and California. The comparison results indicate that the Texas guidelines tend to underestimate the need for traffic signal installation, whereas the California guidelines tend to overestimate the need.

Get full access to this article

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

References

1.
Bleyl, R. L. (1964). “Simulation of traffic flow to compare regular and flashing traffic operation.” Proc., Institute of Traffic Engineers.
2.
Fishman, G. S. (1996). Monte Carlo: Concepts, algorithms, and applications, Springer, New York.
3.
Henry, R. D., et al. (1982). “Peak hour traffic signal warrant.” Nat. Cooperative Hwy. Res. Program Rep. 249, Transportation Research Board, National Research Council, Washington, D.C.
4.
Kell, J. H. (1963). “Intersection delay obtained by simulating traffic on a computer.” Hwy. Res. Rec. 15.
5.
Kell, J. H., and Fullerton, I. J. (1991). Manual of traffic signal design, Prentice-Hall, Englewood Cliffs, N.J.
6.
Lewis, R. M., and Michael, H. L. (1963). “Simulation of traffic flow to obtain volume warrants for intersection control.” High. Res. Rec. 15.
7.
McShane, W., Roess, R. P., and Prassas, E. S. (1998). Traffic engineering, 2nd Ed., Prentice-Hall, Englewood Cliffs, N.J.
8.
Manual of uniform traffic control devices. (1998). U.S. Department of Transportation, Federal Highway Administration, Washington, D.C.
9.
Manual of uniform traffic control devices (draft 2000 version). (1999). U.S. Department of Transportation, Federal Highway Administration, Washington, D.C.
10.
Saka, A. A. (1993). “Microscopic simulation modeling of minimum thresholds warranting intersection signalization.” Transp. Res. Rec. 1421, Transportation Research Board, Washington, D.C., 30–35.
11.
TransGuide System. ( 1998). 〈http://www.transguide.dot.state.tx.us/ statistics.html〉.

Information & Authors

Information

Published In

Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 126Issue 4July 2000
Pages: 332 - 342

History

Received: Jul 29, 1999
Published online: Jul 1, 2000
Published in print: Jul 2000

Permissions

Request permissions for this article.

Authors

Affiliations

Byungkyu “Brian” Park
P.E.
Res. Fellow, Nat. Inst. of Statistical Sci., P.O. Box 14006, Research Triangle Park, NC 27709-4006. E-mail: [email protected]
Prof., Dept. of Civ. Engrg., North Carolina State Univ., Campus Box 7908, Raleigh, NC 27695-7908. E-mail: [email protected]
Assoc. Prof., Dept. of Civ. Engrg., North Carolina State Univ., Campus Box 7908, Raleigh, NC. 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