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contributor authorPartha Pratim Dey
contributor authorSatish Chandra
contributor authorS. Gangopadhaya
date accessioned2017-05-08T21:04:52Z
date available2017-05-08T21:04:52Z
date copyrightJuly 2006
date issued2006
identifier other%28asce%290733-947x%282006%29132%3A7%28597%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/37902
description abstractLocation of the outer wheel path is an important input in the measurement of deflection response of a pavement and its riding quality. In the simulation of mixed traffic flow, it is also required to assign the position of a vehicle within a lane when it enters the test section. The statistical distributions fitted through the placement data recorded on 19 different sections of two-lane highways in India indicate that the placement of vehicles may follow a unimodal or a bimodal curve depending upon the percentage of slow and fast moving vehicles. Two parameters are introduced in this technical note. These are placement factor (PF) and skewness range (SR). It is observed that the placement data follow a unimodal curve if PF and SR are less than 1.3 and 0.54, respectively. Otherwise it is a case of bimodality.
publisherAmerican Society of Civil Engineers
titleLateral Distribution of Mixed Traffic on Two-Lane Roads
typeJournal Paper
journal volume132
journal issue7
journal titleJournal of Transportation Engineering, Part A: Systems
identifier doi10.1061/(ASCE)0733-947X(2006)132:7(597)
treeJournal of Transportation Engineering, Part A: Systems:;2006:;Volume ( 132 ):;issue: 007
contenttypeFulltext


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