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contributor authorPengfei Li
contributor authorMontasir Abbas
date accessioned2017-05-08T22:01:34Z
date available2017-05-08T22:01:34Z
date copyrightMay 2010
date issued2010
identifier other%28asce%29te%2E1943-5436%2E0000112.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/69061
description abstractDilemma zone (DZ) is an area where drivers can neither stop comfortably nor cross safely when they are presented with a yellow indication at an intersection. The DZ problem is a leading cause for crashes at high-speed signalized intersections. Researchers traditionally assume that vehicles in DZ are equally hazardous and therefore they use the number of vehicles in DZ as an indicator of safety. There is, however, a general understanding among researchers that a DZ-associated accident potential (dilemma hazard thereafter) will vary depending on the subject vehicle’s position and speed at the yellow onset. Based on the previous studies on drivers’ response to the yellow onset, vehicle kinematics, and a Monte Carlo simulation framework, we present a dilemma hazard model for vehicles in the DZ. In light of this model, each vehicle in DZ is assigned a hazard weight according to its position and speed when the yellow is presented. The proposed model is calibrated and validated using the vehicle trajectory data collected at a high-speed signalized intersection in Christiansburg, Va. Finally, the dilemma hazard model is used to obtain optimal clearance interval for the study site.
publisherAmerican Society of Civil Engineers
titleStochastic Dilemma Hazard Model at High-Speed Signalized Intersections
typeJournal Paper
journal volume136
journal issue5
journal titleJournal of Transportation Engineering, Part A: Systems
identifier doi10.1061/(ASCE)TE.1943-5436.0000066
treeJournal of Transportation Engineering, Part A: Systems:;2010:;Volume ( 136 ):;issue: 005
contenttypeFulltext


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