YaBeSH Engineering and Technology Library

    • Journals
    • PaperQuest
    • YSE Standards
    • YaBeSH
    • Login
    View Item 
    •   YE&T Library
    • ASCE
    • Journal of Transportation Engineering, Part A: Systems
    • View Item
    •   YE&T Library
    • ASCE
    • Journal of Transportation Engineering, Part A: Systems
    • View Item
    • All Fields
    • Source Title
    • Year
    • Publisher
    • Title
    • Subject
    • Author
    • DOI
    • ISBN
    Advanced Search
    JavaScript is disabled for your browser. Some features of this site may not work without it.

    Archive

    Prohibiting Left-Turn Movements at Mid-Block Unsignalized Driveways: Simulation Analysis

    Source: Journal of Transportation Engineering, Part A: Systems:;2005:;Volume ( 131 ):;issue: 004
    Author:
    Mashrur Chowdhury
    ,
    Nichole Derov
    ,
    Paulin Tan
    ,
    Adel Sadek
    DOI: 10.1061/(ASCE)0733-947X(2005)131:4(279)
    Publisher: American Society of Civil Engineers
    Abstract: In recent years, there has been major interest in “access management” as a new response to the ubiquitous traffic congestion problem. Among the different access management strategies is the idea of prohibiting left-turn movements at unsignalized driveways. In this study, the Corridor Simulation traffic simulation model was used to evaluate the operational impacts of different left-turn treatments at mid-block intersections on different classes of roadway facilities. The study also examined the impact of varying the arterial and driveway volume on the effectiveness of restricting direct left turns and providing alternative movements. Three different alternatives were considered for left-turn treatments at mid-block unsignalized intersections: (1) no restriction of direct left turns from or to driveways; (2) no direct left turns in or out of driveways and diverted traffic makes a U-turn at the next intersections; and (3) no direct left turns in or out of driveways and diverted traffic makes a U-turn at mid-block. Two additional cases were also evaluated: a jug handle design, and no direct left turns in or out of all-but-one driveways (concentrated left turn). The results show very little operational difference between the no restrictions on direct left turns alternative versus the restrictions with the U-turn alternative movements from site to site. The jughandle design appeared to be a superior alternative for accommodating left-turn deterred traffic for multilane divided and undivided sites compared to mid-block or intersection U-turns. In addition, it is shown that the concentrated left turn appears to be an excellent solution for improving traffic flow conditions.
    • Download: (835.4Kb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Price: 5000 Rial
    • Statistics

      Prohibiting Left-Turn Movements at Mid-Block Unsignalized Driveways: Simulation Analysis

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/37738
    Collections
    • Journal of Transportation Engineering, Part A: Systems

    Show full item record

    contributor authorMashrur Chowdhury
    contributor authorNichole Derov
    contributor authorPaulin Tan
    contributor authorAdel Sadek
    date accessioned2017-05-08T21:04:36Z
    date available2017-05-08T21:04:36Z
    date copyrightApril 2005
    date issued2005
    identifier other%28asce%290733-947x%282005%29131%3A4%28279%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/37738
    description abstractIn recent years, there has been major interest in “access management” as a new response to the ubiquitous traffic congestion problem. Among the different access management strategies is the idea of prohibiting left-turn movements at unsignalized driveways. In this study, the Corridor Simulation traffic simulation model was used to evaluate the operational impacts of different left-turn treatments at mid-block intersections on different classes of roadway facilities. The study also examined the impact of varying the arterial and driveway volume on the effectiveness of restricting direct left turns and providing alternative movements. Three different alternatives were considered for left-turn treatments at mid-block unsignalized intersections: (1) no restriction of direct left turns from or to driveways; (2) no direct left turns in or out of driveways and diverted traffic makes a U-turn at the next intersections; and (3) no direct left turns in or out of driveways and diverted traffic makes a U-turn at mid-block. Two additional cases were also evaluated: a jug handle design, and no direct left turns in or out of all-but-one driveways (concentrated left turn). The results show very little operational difference between the no restrictions on direct left turns alternative versus the restrictions with the U-turn alternative movements from site to site. The jughandle design appeared to be a superior alternative for accommodating left-turn deterred traffic for multilane divided and undivided sites compared to mid-block or intersection U-turns. In addition, it is shown that the concentrated left turn appears to be an excellent solution for improving traffic flow conditions.
    publisherAmerican Society of Civil Engineers
    titleProhibiting Left-Turn Movements at Mid-Block Unsignalized Driveways: Simulation Analysis
    typeJournal Paper
    journal volume131
    journal issue4
    journal titleJournal of Transportation Engineering, Part A: Systems
    identifier doi10.1061/(ASCE)0733-947X(2005)131:4(279)
    treeJournal of Transportation Engineering, Part A: Systems:;2005:;Volume ( 131 ):;issue: 004
    contenttypeFulltext
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian
     
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian