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contributor authorSatish C. Sharma
contributor authorAwadhesh K. Singh
date accessioned2017-05-08T21:02:50Z
date available2017-05-08T21:02:50Z
date copyrightMarch 1992
date issued1992
identifier other%28asce%290733-947x%281992%29118%3A2%28323%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/36626
description abstractThe investigation presented in this paper considers the temporal and spatial characteristics of directional distribution of traffic on rural highways. A total of 60 highway locations, representing a wide range of traffic‐stream characteristics, were investigated. The results of this study clearly indicate that directional distribution varies from hour to hour during the day, day to day and month to month during the daily peak volume hours, and from one road type to another. In general, directional distribution does not remain stable even during the highest‐volume hours of the year. A sensitivity analysis was carried out to study the effect of changes in the value of design directional split on the number of highway congestion hours in a year. It was also found that, in some cases, the current practice of taking the value of directional split during the design hour as the design directional split can result in very large errors of estimates. A method was developed in this study to determine the design directional split for use in highway traffic analysis.
publisherAmerican Society of Civil Engineers
titleReexamination of Directional Distribution of Highway Traffic
typeJournal Paper
journal volume118
journal issue2
journal titleJournal of Transportation Engineering, Part A: Systems
identifier doi10.1061/(ASCE)0733-947X(1992)118:2(323)
treeJournal of Transportation Engineering, Part A: Systems:;1992:;Volume ( 118 ):;issue: 002
contenttypeFulltext


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