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    Side Friction and Speed as Controls for Horizontal Curve Design

    Source: Journal of Transportation Engineering, Part A: Systems:;1999:;Volume ( 125 ):;issue: 006
    Author:
    James A. Bonneson
    DOI: 10.1061/(ASCE)0733-947X(1999)125:6(473)
    Publisher: American Society of Civil Engineers
    Abstract: This paper describes an examination of the relationship between vehicular speed and side friction demand on horizontal curves. Models of speed and friction demand are described. The curve speed model explains the effect of approach speed, radius, and superelevation rate on curve speed. The side friction model explains the effect of approach speed and curve speed reduction on side friction demand. The terms in the side friction model reflect a general desire by motorists for a lower side friction demand at higher speeds. Model terms also reflect a willingness by motorists to tolerate slightly higher side friction demand in an effort to minimize the amount of speed reduction required by relatively sharp curvature. This model is recommended as a rational basis for defining the maximum side friction factors for use in curve design.
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      Side Friction and Speed as Controls for Horizontal Curve Design

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    contributor authorJames A. Bonneson
    date accessioned2017-05-08T21:03:49Z
    date available2017-05-08T21:03:49Z
    date copyrightNovember 1999
    date issued1999
    identifier other%28asce%290733-947x%281999%29125%3A6%28473%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/37215
    description abstractThis paper describes an examination of the relationship between vehicular speed and side friction demand on horizontal curves. Models of speed and friction demand are described. The curve speed model explains the effect of approach speed, radius, and superelevation rate on curve speed. The side friction model explains the effect of approach speed and curve speed reduction on side friction demand. The terms in the side friction model reflect a general desire by motorists for a lower side friction demand at higher speeds. Model terms also reflect a willingness by motorists to tolerate slightly higher side friction demand in an effort to minimize the amount of speed reduction required by relatively sharp curvature. This model is recommended as a rational basis for defining the maximum side friction factors for use in curve design.
    publisherAmerican Society of Civil Engineers
    titleSide Friction and Speed as Controls for Horizontal Curve Design
    typeJournal Paper
    journal volume125
    journal issue6
    journal titleJournal of Transportation Engineering, Part A: Systems
    identifier doi10.1061/(ASCE)0733-947X(1999)125:6(473)
    treeJournal of Transportation Engineering, Part A: Systems:;1999:;Volume ( 125 ):;issue: 006
    contenttypeFulltext
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