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contributor authorDavid J. Lovell
date accessioned2017-05-08T21:03:47Z
date available2017-05-08T21:03:47Z
date copyrightJuly 1999
date issued1999
identifier other%28asce%290733-947x%281999%29125%3A4%28297%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/37192
description abstractThis paper describes a method for automatic calculation of sight distance, subject only to constraints of horizontal geometry, along an arbitrary alignment of tangent sections, circular curves, and spiral transition curves. A parametric representation is used to describe the alignment and its tangent and normal vectors at all points. From this information, other parametric forms are derived that describe the curve along the center of the traveled lane and the lateral obstruction curve. Finally, an automatic method to determine sight distance is described, which is analogous to the manual “graphical method” often employed in practice. An example alignment is considered for demonstration purposes. The method is accurate, efficient, and consistent with manual calculations. It might be used for situations where detailed information about possible sight distance obstructions is not available, such as planning, preliminary design, or to support passing behavior modules of microscopic simulation models.
publisherAmerican Society of Civil Engineers
titleAutomated Calculation of Sight Distance from Horizontal Geometry
typeJournal Paper
journal volume125
journal issue4
journal titleJournal of Transportation Engineering, Part A: Systems
identifier doi10.1061/(ASCE)0733-947X(1999)125:4(297)
treeJournal of Transportation Engineering, Part A: Systems:;1999:;Volume ( 125 ):;issue: 004
contenttypeFulltext


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