Design Hourly Volume from Road Users' Perspective
Publication: Journal of Transportation Engineering
Volume 112, Issue 4
Abstract
The tradition of selecting the 30th highest hourly volume or what is known as the ``knee-of-curve'' approach for road design is based mainly on the facility utilization because it permits a given road facility to be congested for a certain number of hours during the year. This note reexamines the design hour volume concept from the users' perspective. Alberta's highway system is investigated and the users' perspective is considered by classifying the road sites into several types according to trip characteristics, such as trip purpose and trip length distribution. The main conclusions of the study are as follows: (1) the type of road use is a significant variable that should be considered for appropriate design hour volume; and (2) to provide a more uniform service to the users of various road facilities, it is better to use different highest volume hours for designing different types of roads.
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References
1.
Cameron, N. (1975), “Determination of Design Hourly Volume,” dissertation presented to the Department of Civil Engineering, University of Calgary, Alberta, Canada, in 1975, in partial fulfillment of the requirements for the degree of Master of Science.
2.
Institute of Transportation Engineers, (1976), Transportation and Traffic Engineering Handbook, Prentice‐Hall, Inc., Englewood Cliffs, N.J., 85 pp.
3.
Institute of Transportation Engineers, (1979), “Reexamination of Design Hour Volume Concepts,” Journal of the Institute of Transportation Engineers, Vol. 49, No. 9, Sept., pp. 45–49.
4.
Sharma, S. C. (1983), “Improved Classification of Canadian Highways According to Type of Road Use,” Canadian Journal of Civil Engineering, Vol. 10, No. 3, pp. 497–509.
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Copyright © 1986 ASCE.
History
Published online: Jul 1, 1986
Published in print: Jul 1986
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