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    Differences in Freeway Capacity by Day of the Week, Time of Day, and Segment Type

    Source: Journal of Transportation Engineering, Part A: Systems:;2009:;Volume ( 135 ):;issue: 007
    Author:
    Jiyoun Yeon
    ,
    Sarah Hernandez
    ,
    Lily Elefteriadou
    DOI: 10.1061/(ASCE)0733-947X(2009)135:7(416)
    Publisher: American Society of Civil Engineers
    Abstract: Capacity has traditionally been defined deterministically, and has been assumed to occur immediately before breakdown. Recent studies, however, have shown that the value of capacity, i.e., maximum throughput, is probabilistic, and does not always occur immediately before the breakdown. Four different types of flows (i.e., maximum prebreakdown flow, breakdown flow, maximum queue discharge flow, and average queue discharge flow) referred to as “capacity flows” in this paper, are considered to examine how they differ by day of the week and time of the day, and whether they are significantly different by type of freeway segment. Speed and volume data were obtained, which were initially collected by remote traffic microwave sensors at the US-202 southbound near Philadelphia, from May to August 2004. The four types of flows described above were collected and distinguished by time period, day of the week, and segment type. In conclusion, the mean capacity flows were different during different times of the day, but were the same each day of the week. In comparing segment types, capacity flows per lane are generally not equal between merging, diverging, weaving, and lane drop segments.
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      Differences in Freeway Capacity by Day of the Week, Time of Day, and Segment Type

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    contributor authorJiyoun Yeon
    contributor authorSarah Hernandez
    contributor authorLily Elefteriadou
    date accessioned2017-05-08T21:05:15Z
    date available2017-05-08T21:05:15Z
    date copyrightJuly 2009
    date issued2009
    identifier other%28asce%290733-947x%282009%29135%3A7%28416%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/38144
    description abstractCapacity has traditionally been defined deterministically, and has been assumed to occur immediately before breakdown. Recent studies, however, have shown that the value of capacity, i.e., maximum throughput, is probabilistic, and does not always occur immediately before the breakdown. Four different types of flows (i.e., maximum prebreakdown flow, breakdown flow, maximum queue discharge flow, and average queue discharge flow) referred to as “capacity flows” in this paper, are considered to examine how they differ by day of the week and time of the day, and whether they are significantly different by type of freeway segment. Speed and volume data were obtained, which were initially collected by remote traffic microwave sensors at the US-202 southbound near Philadelphia, from May to August 2004. The four types of flows described above were collected and distinguished by time period, day of the week, and segment type. In conclusion, the mean capacity flows were different during different times of the day, but were the same each day of the week. In comparing segment types, capacity flows per lane are generally not equal between merging, diverging, weaving, and lane drop segments.
    publisherAmerican Society of Civil Engineers
    titleDifferences in Freeway Capacity by Day of the Week, Time of Day, and Segment Type
    typeJournal Paper
    journal volume135
    journal issue7
    journal titleJournal of Transportation Engineering, Part A: Systems
    identifier doi10.1061/(ASCE)0733-947X(2009)135:7(416)
    treeJournal of Transportation Engineering, Part A: Systems:;2009:;Volume ( 135 ):;issue: 007
    contenttypeFulltext
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