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contributor authorJohn El Khoury
contributor authorAntoine G. Hobeika
date accessioned2017-05-08T21:05:01Z
date available2017-05-08T21:05:01Z
date copyrightJune 2007
date issued2007
identifier other%28asce%290733-947x%282007%29133%3A6%28370%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/37996
description abstractMostly, design methods in transportation engineering do not address the level of risk associated with the design and use of various highway elements. Passing sight distance (PSD) is an example of a highway operational element analyzed with no risk measures. The aim of this paper is to attach risk indexes to various PSD lengths. The writers devised a unique microscopic simulation using the ARENA software for replicating passing maneuvers on two-lane two-way roads. The simulation monitors the movement of three vehicles: the passing, the impeding, and the opposing vehicles. Two thousand passing attempts are simulated for each PSD length, and a weighed risk index is obtained. The risk index is mainly based on the value of the clearance time between the passing and the opposing vehicles at the end of the passing maneuver. Six levels of risk are identified. Using the simulation results, the writers are able to assess the risk of various PSD lengths for a specific design speed. In addition, the risks associated with the current PSD standards are identified. The American Association of State Highway and Transportation Officials “Green Book” values are shown to be conservative relative to the other design values. The
publisherAmerican Society of Civil Engineers
titleAssessing the Risk in the Design of Passing Sight Distances
typeJournal Paper
journal volume133
journal issue6
journal titleJournal of Transportation Engineering, Part A: Systems
identifier doi10.1061/(ASCE)0733-947X(2007)133:6(370)
treeJournal of Transportation Engineering, Part A: Systems:;2007:;Volume ( 133 ):;issue: 006
contenttypeFulltext


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