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    Algorithm for the Planning of Optimum Highway Work Zones

    Source: Journal of Infrastructure Systems:;2007:;Volume ( 013 ):;issue: 003
    Author:
    Rade Hajdin
    ,
    Hans-Peter Lindenmann
    DOI: 10.1061/(ASCE)1076-0342(2007)13:3(202)
    Publisher: American Society of Civil Engineers
    Abstract: Work zones often cause traffic congestion on high volume roads. As traffic volumes increase so does work zone-related traffic congestion and so does the public demand for road agencies to decrease both their number and duration. Negative impacts on road users can be minimized by bundling interventions on several interconnected road sections instead of treating each road section separately. Negative impacts on road users can be quantified in user costs. The optimum work zone is the one that results in the minimum overall agency and user costs. The minimization of these costs is often the goal of corridor planning. In order to achieve this goal the interventions on each asset type (pavement, bridges, tunnels, hardware, etc.) must be bundled into optimum packages. In this paper a method is presented that enables road agencies to determine optimum work zones and intervention packages. The method allows the consideration of both budget constraints and distance constraints, including maximum permissible work zone length or minimum distance between work zones. The mathematical formulation of this optimization problem is a binary program that can be solved by existing techniques (i.e., the branch-and-bound method). The feasibility of the approach is illustrated with a simple example.
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      Algorithm for the Planning of Optimum Highway Work Zones

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    contributor authorRade Hajdin
    contributor authorHans-Peter Lindenmann
    date accessioned2017-05-08T21:21:29Z
    date available2017-05-08T21:21:29Z
    date copyrightSeptember 2007
    date issued2007
    identifier other%28asce%291076-0342%282007%2913%3A3%28202%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/48304
    description abstractWork zones often cause traffic congestion on high volume roads. As traffic volumes increase so does work zone-related traffic congestion and so does the public demand for road agencies to decrease both their number and duration. Negative impacts on road users can be minimized by bundling interventions on several interconnected road sections instead of treating each road section separately. Negative impacts on road users can be quantified in user costs. The optimum work zone is the one that results in the minimum overall agency and user costs. The minimization of these costs is often the goal of corridor planning. In order to achieve this goal the interventions on each asset type (pavement, bridges, tunnels, hardware, etc.) must be bundled into optimum packages. In this paper a method is presented that enables road agencies to determine optimum work zones and intervention packages. The method allows the consideration of both budget constraints and distance constraints, including maximum permissible work zone length or minimum distance between work zones. The mathematical formulation of this optimization problem is a binary program that can be solved by existing techniques (i.e., the branch-and-bound method). The feasibility of the approach is illustrated with a simple example.
    publisherAmerican Society of Civil Engineers
    titleAlgorithm for the Planning of Optimum Highway Work Zones
    typeJournal Paper
    journal volume13
    journal issue3
    journal titleJournal of Infrastructure Systems
    identifier doi10.1061/(ASCE)1076-0342(2007)13:3(202)
    treeJournal of Infrastructure Systems:;2007:;Volume ( 013 ):;issue: 003
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian