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contributor authorSaad Moatz;Abdel-Aty Mohamed;Lee Jaeyoung;Wang Ling
date accessioned2019-02-26T07:36:46Z
date available2019-02-26T07:36:46Z
date issued2018
identifier otherJTEPBS.0000191.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4248258
description abstractOn freeways, managed lanes (MLs) have emerged as an effective dynamic traffic management strategy. MLs have been successfully implemented as an important facility in improving traffic mobility and generating revenue for transportation agencies. In this study, scenarios were built and tested in microsimulation to specify the safest accessibility level and decide on the safe weaving length near access zones. The findings indicated that the conflict rate on MLs was 48% and 11% lower than that of general purpose lanes (GPLs) in the peak and the off-peak periods, respectively. A log-linear model was developed with estimation of odds multipliers for the conflict frequency analysis. The results suggested that one accessibility level was the safest option in the 14.5-km (9-mi) corridor. The length of 35 m (1, ft) per lane change was shown to be the safest weaving length near access zones. Additionally, a weaving length of 183 m (6 ft) per lane change was not recommended. The findings of this study represent a further step toward improving access design of MLs.
publisherAmerican Society of Civil Engineers
titleSafety Analysis of Access Zone Design for Managed Toll Lanes on Freeways
typeJournal Paper
journal volume144
journal issue11
journal titleJournal of Transportation Engineering, Part A: Systems
identifier doi10.1061/JTEPBS.0000191
page4018067
treeJournal of Transportation Engineering, Part A: Systems:;2018:;Volume ( 144 ):;issue: 011
contenttypeFulltext


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