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    Aspects of Stopping-Sight Distance on Crest Vertical Curves

    Source: Journal of Transportation Engineering, Part A: Systems:;1998:;Volume ( 124 ):;issue: 004
    Author:
    Ioannis Taiganidis
    DOI: 10.1061/(ASCE)0733-947X(1998)124:4(335)
    Publisher: American Society of Civil Engineers
    Abstract: In the present study a simple methodology is developed, by which the values of available sight distance, for any driver location on crest vertical curves (CVCs), can be precisely and directly calculated. This methodology allows the quick drawing of graphs depicting the changes in available stopping-sight distance (SSD
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      Aspects of Stopping-Sight Distance on Crest Vertical Curves

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    https://yetl.yabesh.ir/yetl1/handle/yetl/37108
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    contributor authorIoannis Taiganidis
    date accessioned2017-05-08T21:03:41Z
    date available2017-05-08T21:03:41Z
    date copyrightJuly 1998
    date issued1998
    identifier other%28asce%290733-947x%281998%29124%3A4%28335%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/37108
    description abstractIn the present study a simple methodology is developed, by which the values of available sight distance, for any driver location on crest vertical curves (CVCs), can be precisely and directly calculated. This methodology allows the quick drawing of graphs depicting the changes in available stopping-sight distance (SSD
    publisherAmerican Society of Civil Engineers
    titleAspects of Stopping-Sight Distance on Crest Vertical Curves
    typeJournal Paper
    journal volume124
    journal issue4
    journal titleJournal of Transportation Engineering, Part A: Systems
    identifier doi10.1061/(ASCE)0733-947X(1998)124:4(335)
    treeJournal of Transportation Engineering, Part A: Systems:;1998:;Volume ( 124 ):;issue: 004
    contenttypeFulltext
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