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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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