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    Estimation of Design Lengths of Left-Turn Lanes

    Source: Journal of Transportation Engineering, Part A: Systems:;2012:;Volume ( 138 ):;issue: 003
    Author:
    Yi Grace Qi
    ,
    Lei Guo
    ,
    Lei Yu
    ,
    Hualiang Teng
    DOI: 10.1061/(ASCE)TE.1943-5436.0000299
    Publisher: American Society of Civil Engineers
    Abstract: This study is to evaluate the simulation-based and analytical-based methods for determining the left-turn lane queue storage length and deceleration length. Four traffic models were selected to estimate left-turn queue length, including analytical-based models [i.e., Highway Capacity Software (HCS+) and Synchro] and simulation-based models (i.e., SimTraffic and VISSIM). Recommendations were given on the basis of the accuracy levels and the costs of these models in terms of time. A simulation-based method for determining the required deceleration length was developed by using VISSIM. The results from this method were compared with different agencies’ guidelines, which were developed by analytical-based methods. A procedure is recommended in this paper for estimating the total left-turn length on the basis of the estimated queue storage length and the deceleration length.
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      Estimation of Design Lengths of Left-Turn Lanes

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    http://yetl.yabesh.ir/yetl1/handle/yetl/69304
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    • Journal of Transportation Engineering, Part A: Systems

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    contributor authorYi Grace Qi
    contributor authorLei Guo
    contributor authorLei Yu
    contributor authorHualiang Teng
    date accessioned2017-05-08T22:01:58Z
    date available2017-05-08T22:01:58Z
    date copyrightMarch 2012
    date issued2012
    identifier other%28asce%29te%2E1943-5436%2E0000342.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/69304
    description abstractThis study is to evaluate the simulation-based and analytical-based methods for determining the left-turn lane queue storage length and deceleration length. Four traffic models were selected to estimate left-turn queue length, including analytical-based models [i.e., Highway Capacity Software (HCS+) and Synchro] and simulation-based models (i.e., SimTraffic and VISSIM). Recommendations were given on the basis of the accuracy levels and the costs of these models in terms of time. A simulation-based method for determining the required deceleration length was developed by using VISSIM. The results from this method were compared with different agencies’ guidelines, which were developed by analytical-based methods. A procedure is recommended in this paper for estimating the total left-turn length on the basis of the estimated queue storage length and the deceleration length.
    publisherAmerican Society of Civil Engineers
    titleEstimation of Design Lengths of Left-Turn Lanes
    typeJournal Paper
    journal volume138
    journal issue3
    journal titleJournal of Transportation Engineering, Part A: Systems
    identifier doi10.1061/(ASCE)TE.1943-5436.0000299
    treeJournal of Transportation Engineering, Part A: Systems:;2012:;Volume ( 138 ):;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
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