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- W80778145 abstract "Signalized intersections are arguably the most critical components of an arterial. One of the major factors that affect the capacity of a signalized intersection is the presence of left-turning vehicles. Intersections that allow left turns usually have a left-turn bay to accommodate a certain amount of queuing. However, it is common to see the storage of a left-turn bay at a busy intersection exceeded during the peak periods. When this happens, the left-turning vehicles will spill over into the adjacent through lane and potentially reduce the discharge rate of through vehicles. The current Highway Capacity Manual (HCM) analysis procedure for signalized intersection operations does not explicitly account for left-turn bay spillover; thus, the assumption is that the through movement is unimpeded during the green phase of the through movement. For situations where left-turn spillover is prevalent, this can lead to overly optimistic estimates of signal delay for the through movement. This study developed predictive models for through movement discharge that consider the effects of left-turn traffic, phasing, and geometry, in addition to the through-movement characteristics. Therefore, potential left-turn spillover conditions are explicitly accounted for in the developed models. Simulation was used to generate the data on which the model development was based. The developed models will be incorporated into the Florida Department of Transportation’s ARTPLAN software to provide for more accurate analysis of signalized arterial conditions during congested time periods." @default.
- W80778145 created "2016-06-24" @default.
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- W80778145 date "2009-06-01" @default.
- W80778145 modified "2023-09-27" @default.
- W80778145 title "Improvements and Enhancements to LOSPLAN 2007 Part B: Impact of Left-Turn Spillover on Through Movement Discharge at Signalized Intersections" @default.
- W80778145 hasPublicationYear "2009" @default.
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