TECHNICAL PAPERS
Mar 1, 1987

Improving Manual Counts of Turning Traffic Volumes at Road Junctions

Publication: Journal of Transportation Engineering
Volume 113, Issue 3

Abstract

Turning traffic volume data gathered manually at four intersections have been studied to determine if either Fratar, Furness, or Kruithof models could be used to design labor‐saving strategies for manual counts of traffic flows at road junctions and to detect observation errors in a given data set. Each model was used to recompute the observed turning volumes by using different abstractions of the original data as model inputs. The standard errors obtained correlate partly with the level of traffic flow and the magnitude of error‐inducing features at the observation sites. The results indicate that the models could be applied to obtain an indication of the magnitudes of observation errors in given data sets. It is also demonstrated that the models can be used to design a labor‐saving observation strategy for T‐intersections in all cases and for fourlegged intersections when reliable historical data exist. The Kruithof model was found to give the least errors, and it generally entails the fewest calculations.

Get full access to this article

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

References

1.
Baerwald, J. E. (1976). Transportation and traffic engineering handbook, published for ITE, Prentice‐Hall, Inc., Englewood Cliffs, N.J.
2.
Buehler, M. G. (1983). “Forecasting intersection traffic volumes.” J. of Transp. Engrg., ASCE, 109(4), 519–533.
3.
Furness, K. P. (1965). “Time function iteration.” Traffic Engrg. and Control, 7(7), London, England, 458–460.
4.
Hauer, E. P., and Shin, B. T. (1981). “Estimation of turning flows from automatic counts.” Transp. Res. Rec. 795, 1–7.
5.
Jeffreys, M., and Norman, M. (1977). “On finding realistic turning flows at road junctions.” Traffic Engrg. and Control, 18(1), London, England, 19–21, 25.
6.
Kruithof, J. (1937). “Calculation of telephone traffic.” De Ingeniuer, 52(8).
7.
Marshall, M. L. (1979). “Labour‐saving methods for counting traffic movements at three‐ and four‐arm junctions.” Traffic Engrg. and Control, 20(4), London, England, 159–162.
8.
Mekky, A. (1979). “On estimating of turning flows on a junction.” Traffic Engrg. and Control, 20(12), London, England486–489.
9.
Norman, M., and Hoffman, N. (1979). “Non‐iterative methods for generating a realistic turning flow matrix for a junction.” Traffic Engrg. and Control, 20(12), London, England, 587–589.
10.
Van Zuylen, H. J. (1979). “The estimation of turning flows on a junction.” Traffic Engrg. and Control, 20(11), London, England, 539–541.

Information & Authors

Information

Published In

Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 113Issue 3March 1987
Pages: 256 - 267

History

Published online: Mar 1, 1987
Published in print: Mar 1987

Permissions

Request permissions for this article.

Authors

Affiliations

Olusegun Adebisi
Sr. Lect., Dept. of Civ. Engrg., Ahmadu Bello Univ., Zaria, Nigeria; formerly Visiting at Transportation Ctr., Univ. of Kansas, Lawrence, KS

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