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contributor authorGodfrey Mwesige
contributor authorHaneen Farah
contributor authorUmaru Bagampadde
contributor authorHaris N. Koutsopoulos
date accessioned2017-05-08T22:35:40Z
date available2017-05-08T22:35:40Z
date copyrightMarch 2016
date issued2016
identifier other50974871.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/83228
description abstractPassing zones are designed to provide sufficient sight distance for fast vehicles to pass safely slow vehicles and contribute to operational efficiency of two-lane highways. However, lack of suitable models to predict passing rate and capacity has made it difficult to quantify operational benefits of passing zones. In this paper, a model is proposed to predict passing rate in the subject direction at passing zones using traffic and geometric factors. The model is developed based on speed and passing data collected at 19 passing zones in Uganda using pneumatic tube classifiers and video recordings. Findings show that passing rates depend on the length of the passing zone, absolute vertical grade, traffic volume in two travel directions, directional split, 85th percentile speed of free-flow vehicles and percent heavy vehicles in the subject direction. The peak passing rate also referred to as the passing capacity occurs at 200, 220, and 240 vehicles/h in the subject direction for
publisherAmerican Society of Civil Engineers
titleA Model and Its Applications for Predicting Passing Rate at Passing Zones on Two-Lane Rural Highways
typeJournal Paper
journal volume142
journal issue3
journal titleJournal of Transportation Engineering, Part A: Systems
identifier doi10.1061/(ASCE)TE.1943-5436.0000820
treeJournal of Transportation Engineering, Part A: Systems:;2016:;Volume ( 142 ):;issue: 003
contenttypeFulltext


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