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contributor authorSaid M. Easa
contributor authorMuhammad Z. Ali
contributor authorEssam Dabbour
date accessioned2017-05-08T21:04:33Z
date available2017-05-08T21:04:33Z
date copyrightNovember 2005
date issued2005
identifier other%28asce%290733-947x%282005%29131%3A11%28835%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/37692
description abstractLeft-turn vehicles need sufficient sight distance to decide when it is safe to turn left crossing the lane(s) used by the opposing traffic. Current AASHTO policy recommends that the adequacy of sight distance for left turns should be checked for the reason that the opposing left-turn vehicles can block a driver’s view of oncoming traffic. Previous studies developed guidelines for offsetting opposing left-turn lanes to overcome this problem. However, these guidelines are only applicable to intersections with no curvature. This paper presents a mathematical model for calculating the required minimum left-turn lane offset and the median width (to accommodate the offset), when the intersections are located on horizontal curves. The provision of required offset ensures that the left-turn vehicles have unobstructed required sight distance. An application of the model is presented for divided highways with median width of 4.88 m assuming general values of other variables. The model is translated into an
publisherAmerican Society of Civil Engineers
titleOffsetting Opposing Left-Turn Lanes for Intersections on Horizontal Curves
typeJournal Paper
journal volume131
journal issue11
journal titleJournal of Transportation Engineering, Part A: Systems
identifier doi10.1061/(ASCE)0733-947X(2005)131:11(835)
treeJournal of Transportation Engineering, Part A: Systems:;2005:;Volume ( 131 ):;issue: 011
contenttypeFulltext


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