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    Estimating Magnitude and Duration of Incident Delays

    Source: Journal of Transportation Engineering, Part A: Systems:;1997:;Volume ( 123 ):;issue: 006
    Author:
    A. Garib
    ,
    A. E. Radwan
    ,
    H. Al-Deek
    DOI: 10.1061/(ASCE)0733-947X(1997)123:6(459)
    Publisher: American Society of Civil Engineers
    Abstract: Traffic congestion is a major operational problem on urban freeways. In the case of recurring congestion, travelers can plan their trips according to the expected occurrence and severity of recurring congestion. However, nonrecurring congestion cannot be managed without real-time prediction. Evaluating the efficiency of intelligent transportation systems (ITS) technologies in reducing incident effects requires developing models that can accurately predict incident duration along with the magnitude of nonrecurring congestion. This paper provides two statistical models for estimating incident delay and a model for predicting incident duration. The incident delay models showed that up to 85% of variation in incident delay can be explained by incident duration, number of lanes affected, number of vehicles involved, and traffic demand before the incident. The incident duration prediction model showed that 81% of variation in incident duration can be predicted by number of lanes affected, number of vehicles involved, truck involvement, time of day, police response time, and weather condition. These findings have implications for on-line applications within the context of advanced traveler information systems (ATIS).
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      Estimating Magnitude and Duration of Incident Delays

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/37049
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    • Journal of Transportation Engineering, Part A: Systems

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    contributor authorA. Garib
    contributor authorA. E. Radwan
    contributor authorH. Al-Deek
    date accessioned2017-05-08T21:03:33Z
    date available2017-05-08T21:03:33Z
    date copyrightNovember 1997
    date issued1997
    identifier other%28asce%290733-947x%281997%29123%3A6%28459%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/37049
    description abstractTraffic congestion is a major operational problem on urban freeways. In the case of recurring congestion, travelers can plan their trips according to the expected occurrence and severity of recurring congestion. However, nonrecurring congestion cannot be managed without real-time prediction. Evaluating the efficiency of intelligent transportation systems (ITS) technologies in reducing incident effects requires developing models that can accurately predict incident duration along with the magnitude of nonrecurring congestion. This paper provides two statistical models for estimating incident delay and a model for predicting incident duration. The incident delay models showed that up to 85% of variation in incident delay can be explained by incident duration, number of lanes affected, number of vehicles involved, and traffic demand before the incident. The incident duration prediction model showed that 81% of variation in incident duration can be predicted by number of lanes affected, number of vehicles involved, truck involvement, time of day, police response time, and weather condition. These findings have implications for on-line applications within the context of advanced traveler information systems (ATIS).
    publisherAmerican Society of Civil Engineers
    titleEstimating Magnitude and Duration of Incident Delays
    typeJournal Paper
    journal volume123
    journal issue6
    journal titleJournal of Transportation Engineering, Part A: Systems
    identifier doi10.1061/(ASCE)0733-947X(1997)123:6(459)
    treeJournal of Transportation Engineering, Part A: Systems:;1997:;Volume ( 123 ):;issue: 006
    contenttypeFulltext
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    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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