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    Work Zone Lengths for a Four-Lane Road with an Alternate Route

    Source: Journal of Transportation Engineering, Part A: Systems:;2005:;Volume ( 131 ):;issue: 010
    Author:
    Chun-Hung Chen
    ,
    Paul Schonfeld
    DOI: 10.1061/(ASCE)0733-947X(2005)131:10(780)
    Publisher: American Society of Civil Engineers
    Abstract: Highway maintenance, like rehabilitation or resurfacing, on four-lane, two-way highways usually requires closing one or two lanes to set up a work zone. In this paper we evaluate several alternatives defined by the number of closed lanes, fractions of traffic diverted to alternate routes, and crossover of diverted traffic to opposite lanes. A methodology is developed to minimize the total cost, including agency cost, user cost, and accident cost, by optimizing work zone length for each alternative and finding optimal diversion fraction, while considering the characteristics of the detour route bypassing the work zone. Finally, guidelines for selecting the best alternative for different characteristics of traffic flows, roads, and maintenance processes are developed by deriving thresholds among alternatives.
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      Work Zone Lengths for a Four-Lane Road with an Alternate Route

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    • Journal of Transportation Engineering, Part A: Systems

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    contributor authorChun-Hung Chen
    contributor authorPaul Schonfeld
    date accessioned2017-05-08T21:04:33Z
    date available2017-05-08T21:04:33Z
    date copyrightOctober 2005
    date issued2005
    identifier other%28asce%290733-947x%282005%29131%3A10%28780%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/37685
    description abstractHighway maintenance, like rehabilitation or resurfacing, on four-lane, two-way highways usually requires closing one or two lanes to set up a work zone. In this paper we evaluate several alternatives defined by the number of closed lanes, fractions of traffic diverted to alternate routes, and crossover of diverted traffic to opposite lanes. A methodology is developed to minimize the total cost, including agency cost, user cost, and accident cost, by optimizing work zone length for each alternative and finding optimal diversion fraction, while considering the characteristics of the detour route bypassing the work zone. Finally, guidelines for selecting the best alternative for different characteristics of traffic flows, roads, and maintenance processes are developed by deriving thresholds among alternatives.
    publisherAmerican Society of Civil Engineers
    titleWork Zone Lengths for a Four-Lane Road with an Alternate Route
    typeJournal Paper
    journal volume131
    journal issue10
    journal titleJournal of Transportation Engineering, Part A: Systems
    identifier doi10.1061/(ASCE)0733-947X(2005)131:10(780)
    treeJournal of Transportation Engineering, Part A: Systems:;2005:;Volume ( 131 ):;issue: 010
    contenttypeFulltext
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