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    Measuring Control Delay at Signalized Intersections

    Source: Journal of Transportation Engineering, Part A: Systems:;1999:;Volume ( 125 ):;issue: 004
    Author:
    Cesar A. Quiroga
    ,
    Darcy Bullock
    DOI: 10.1061/(ASCE)0733-947X(1999)125:4(271)
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a new methodology to measure delay at signalized intersections using linearly referenced global positioning system data. The methodology can be used to evaluate new models that estimate control delay (which includes deceleration delay, stopped delay, and acceleration delay). The main components of delay were determined by analyzing the distance-time, speed-time, and acceleration-time diagrams of a travel time run. The procedure used speeds and forward and backward acceleration algorithms to detect critical delay points. The stopped delay versus control delay relationship was found to be linear. In contrast to other studies, it was found that such a relationship did not pass through the origin and that a deceleration-acceleration delay value had to be added to the stopped delay term to obtain control delay. It was also found that deceleration and acceleration lengths were much longer than others reported in the literature and that the percentage of the control delay that takes place after the signalized intersection stop bar is not negligible.
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      Measuring Control Delay at Signalized Intersections

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    http://yetl.yabesh.ir/yetl1/handle/yetl/37189
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    • Journal of Transportation Engineering, Part A: Systems

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    contributor authorCesar A. Quiroga
    contributor authorDarcy Bullock
    date accessioned2017-05-08T21:03:47Z
    date available2017-05-08T21:03:47Z
    date copyrightJuly 1999
    date issued1999
    identifier other%28asce%290733-947x%281999%29125%3A4%28271%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/37189
    description abstractThis paper presents a new methodology to measure delay at signalized intersections using linearly referenced global positioning system data. The methodology can be used to evaluate new models that estimate control delay (which includes deceleration delay, stopped delay, and acceleration delay). The main components of delay were determined by analyzing the distance-time, speed-time, and acceleration-time diagrams of a travel time run. The procedure used speeds and forward and backward acceleration algorithms to detect critical delay points. The stopped delay versus control delay relationship was found to be linear. In contrast to other studies, it was found that such a relationship did not pass through the origin and that a deceleration-acceleration delay value had to be added to the stopped delay term to obtain control delay. It was also found that deceleration and acceleration lengths were much longer than others reported in the literature and that the percentage of the control delay that takes place after the signalized intersection stop bar is not negligible.
    publisherAmerican Society of Civil Engineers
    titleMeasuring Control Delay at Signalized Intersections
    typeJournal Paper
    journal volume125
    journal issue4
    journal titleJournal of Transportation Engineering, Part A: Systems
    identifier doi10.1061/(ASCE)0733-947X(1999)125:4(271)
    treeJournal of Transportation Engineering, Part A: Systems:;1999:;Volume ( 125 ):;issue: 004
    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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