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    Passing Opportunities at Slow-Vehicle Bays

    Source: Journal of Transportation Engineering, Part A: Systems:;2007:;Volume ( 133 ):;issue: 002
    Author:
    Glen Koorey
    DOI: 10.1061/(ASCE)0733-947X(2007)133:2(129)
    Publisher: American Society of Civil Engineers
    Abstract: Recently ways of assessing the need for and providing for improved passing opportunities on rural two-lane (single-carriageway) highways has been investigated in New Zealand. This paper focuses on studies of the performance of slow-vehicle bays (SVBs), also known as “turnouts.” Field surveys at eight sites identified the effect of different features on SVB usage and on reduction in following. Higher levels of SVB use than reported overseas were observed; however, this use appears to be very dependent on the location and design of each site. The SVBs’ effects on vehicle following was generally not substantial, although the short-term benefits probably reduce driver frustration. Minimum desirable lengths for SVBs were also reviewed, and it was found that the current New Zealand guidelines for SVB lengths may be inappropriate, given the number of merged area conflicts and multivehicle queues SVBs create on the roads. From these findings, project evaluation methods were developed using simplified analytical procedures and a simulation modeling package.
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      Passing Opportunities at Slow-Vehicle Bays

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    contributor authorGlen Koorey
    date accessioned2017-05-08T21:04:57Z
    date available2017-05-08T21:04:57Z
    date copyrightFebruary 2007
    date issued2007
    identifier other%28asce%290733-947x%282007%29133%3A2%28129%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/37961
    description abstractRecently ways of assessing the need for and providing for improved passing opportunities on rural two-lane (single-carriageway) highways has been investigated in New Zealand. This paper focuses on studies of the performance of slow-vehicle bays (SVBs), also known as “turnouts.” Field surveys at eight sites identified the effect of different features on SVB usage and on reduction in following. Higher levels of SVB use than reported overseas were observed; however, this use appears to be very dependent on the location and design of each site. The SVBs’ effects on vehicle following was generally not substantial, although the short-term benefits probably reduce driver frustration. Minimum desirable lengths for SVBs were also reviewed, and it was found that the current New Zealand guidelines for SVB lengths may be inappropriate, given the number of merged area conflicts and multivehicle queues SVBs create on the roads. From these findings, project evaluation methods were developed using simplified analytical procedures and a simulation modeling package.
    publisherAmerican Society of Civil Engineers
    titlePassing Opportunities at Slow-Vehicle Bays
    typeJournal Paper
    journal volume133
    journal issue2
    journal titleJournal of Transportation Engineering, Part A: Systems
    identifier doi10.1061/(ASCE)0733-947X(2007)133:2(129)
    treeJournal of Transportation Engineering, Part A: Systems:;2007:;Volume ( 133 ):;issue: 002
    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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