TECHNICAL PAPERS
Jun 1, 2001

Regional and Area-Type Modeling of Peak Spreading on Connecticut Freeways

Publication: Journal of Transportation Engineering
Volume 127, Issue 3

Abstract

Predicting accurate peak-hour traffic volumes has become increasingly important; these volumes are being used for quantitative analysis; for determining benefits of highway improvements; and for estimating pollutant emission levels. A traditional, and commonly used, procedure predicts the daily traffic demand for all network links and converts these volumes to peak-hour quantities, using “K” factors. The accuracy at the link level is highly questionable, because these factors do not capture the variability in link characteristics that might influence the peak-hour factors. This paper describes a recently completed study of peak spreading at 10 freeway locations in Connecticut. The study considered congestion, region, and area type for predicting the proportion of the four-hour, peak-period volume on a highway link concentrated in the highest hour during the period. This effort is intended to enhance the existing traditional four-step transportation planning procedure. Linear regression relates the congestion measure and link-related variables to the peak-hour proportion. The research findings are presented, along with a discussion of ongoing research activities.

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References

1.
Allaire, S. A., and Ivan, J. N. ( 1999). “Factors influencing peak spreading on Connecticut freeways: A preliminary investigation.” Paper 990201, Transportation Research Board Annual Meeting, Washington, D.C.
2.
Allen, W. G. ( 1991). “An analysis of corridor traffic peaking.” Transp. Res. Rec. 1305, Transportation Research Board, Washington, D.C., 50–60.
3.
Allen, W. G., and Schultz, G. W. ( 1996). “Congestion-based peak spreading model.” Transp. Res. Rec. 1556, Transportation Research Board, Washington, D.C., 8–15.
4.
Hounsell, N. B. ( 1991). “Understanding the effects of congestion: Peak spreading and congestion.” Transportation Planning Systems, 1(3), 39–46.
5.
Ivan, J. N., and Allaire, S. A. ( 2000). “Estimating the temporal distribution of traffic within the peak period.” Final Rep. JHR 99-273, Project 97-2, Connecticut Transportation Institute, Univ. of Connecticut, Storrs, Conn.
6.
Loudon, W. R., Ruiter, E. R., and Schlappi, M. L. ( 1988). “Predicting peak-spreading under congested conditions.” Transp. Res. Rec. 1203, Transportation Research Board, Washington, D.C., 1–9.
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Stopher, P. R. (1993). “Deficiencies of travel-forecasting methods relative to mobile emissions.”J. Transp. Engrg., ASCE, 119(5), 723–741.

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Published In

Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 127Issue 3June 2001
Pages: 223 - 229

History

Received: Apr 26, 2000
Published online: Jun 1, 2001
Published in print: Jun 2001

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Assoc. Prof., Dept. of Civ. and Envir. Engrg., Univ. of Connecticut, Storrs, CT 06269-2037. E-mail: [email protected]
Engr., Wilbur Smith Assoc., 135 College St., P.O. Box 9412, New Haven, CT 06534-0412. E-mail: [email protected]

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