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dc.contributor.authorWenrui Qu
dc.contributor.authorShaojie Liu
dc.contributor.authorQun Zhao
dc.contributor.authorYi Qi
dc.date.accessioned2022-02-01T00:03:14Z
dc.date.available2022-02-01T00:03:14Z
dc.date.issued3/1/2021
dc.identifier.otherJTEPBS.0000508.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4270824
dc.description.abstractBecause continuous-flow intersections (CFIs) are a relatively new intersection design, there are few existing guidelines for designing signal timings for CFIs. An appropriate signal-timing plan will maximize the capacity of the intersection, reduce congestion, and improve safety. This research developed a new signal-timing strategy for CFIs that is based on traffic progression. This new CFI signal-timing strategy was evaluated by conducting traffic simulation-based experiments, and the results of the evaluation showed that it outperformed the signal-timing plan provided by a commonly used existing signal-timing optimization tool. The proposed signal-timing strategy can reduce average traffic delay by 24%, average vehicle travel time by 8.5%, and average queue length by 28.8% at the studied CFI.
dc.publisherASCE
dc.titleDevelopment of a Progression-Based Signal-Timing Strategy for Continuous-Flow Intersections
dc.typeJournal Paper
dc.journal.volume147
dc.journal.issue3
dc.journal.titleJournal of Transportation Engineering, Part A: Systems
dc.identifier.doi10.1061/JTEPBS.0000508
dc.journal.fristpage04021002-1
dc.journal.lastpage04021002-11
dc.page11
dc.treeJournal of Transportation Engineering, Part A: Systems:;2021:;Volume ( 147 ):;issue: 003
dc.contenttypeFulltext


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