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    Radius Requirements for Reverse Horizontal Curves on Three-Dimensional Alignments

    Source: Journal of Transportation Engineering, Part A: Systems:;2004:;Volume ( 130 ):;issue: 005
    Author:
    Essam Dabbour
    ,
    Said M. Easa
    ,
    A. O. Abd El Halim
    DOI: 10.1061/(ASCE)0733-947X(2004)130:5(610)
    Publisher: American Society of Civil Engineers
    Abstract: Horizontal reverse curves are used in all types of highways either in mainline alignments or in freeway interchange ramps. At present, minimum radius requirements for reverse curves are determined based on vehicle performance on each arc of the reverse curve individually without giving any consideration to the nature of the reverse curvature. This paper determines the required minimum radius for reverse curves on freeway mainlines based on vehicle stability using computer software to simulate truck behavior on different alignments. It was found that an increase to the minimum radius requirements of horizontal reverse curves is required to maintain the driver comfort levels suggested by design guides and to prevent potential rollover. That increase ranges from 8.3 to 28.8% depending on the geometric configuration of the highway as well as on the design vehicle. The design guidelines developed for horizontal reverse curves should be useful in improving road safety on highways, especially for freeway interchanges.
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      Radius Requirements for Reverse Horizontal Curves on Three-Dimensional Alignments

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    http://yetl.yabesh.ir/yetl1/handle/yetl/37646
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    • Journal of Transportation Engineering, Part A: Systems

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    contributor authorEssam Dabbour
    contributor authorSaid M. Easa
    contributor authorA. O. Abd El Halim
    date accessioned2017-05-08T21:04:30Z
    date available2017-05-08T21:04:30Z
    date copyrightSeptember 2004
    date issued2004
    identifier other%28asce%290733-947x%282004%29130%3A5%28610%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/37646
    description abstractHorizontal reverse curves are used in all types of highways either in mainline alignments or in freeway interchange ramps. At present, minimum radius requirements for reverse curves are determined based on vehicle performance on each arc of the reverse curve individually without giving any consideration to the nature of the reverse curvature. This paper determines the required minimum radius for reverse curves on freeway mainlines based on vehicle stability using computer software to simulate truck behavior on different alignments. It was found that an increase to the minimum radius requirements of horizontal reverse curves is required to maintain the driver comfort levels suggested by design guides and to prevent potential rollover. That increase ranges from 8.3 to 28.8% depending on the geometric configuration of the highway as well as on the design vehicle. The design guidelines developed for horizontal reverse curves should be useful in improving road safety on highways, especially for freeway interchanges.
    publisherAmerican Society of Civil Engineers
    titleRadius Requirements for Reverse Horizontal Curves on Three-Dimensional Alignments
    typeJournal Paper
    journal volume130
    journal issue5
    journal titleJournal of Transportation Engineering, Part A: Systems
    identifier doi10.1061/(ASCE)0733-947X(2004)130:5(610)
    treeJournal of Transportation Engineering, Part A: Systems:;2004:;Volume ( 130 ):;issue: 005
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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