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- W608390056 abstract "At closely spaced signalized intersections, additional lost time can occur at upstream intersections when there is a queue spillback as a result of suboptimal signal timing. Closely spaced intersections are commonly seen at signal-controlled interchanges like diamond interchanges and partial cloverleaf interchanges. For a better estimation of capacities of closely spaced intersections, it is necessary to have an accurate model to calculate the additional lost time. The Chapter of Interchange Ramp Terminals in the Highway Capacity Manual 2010 provides a model for estimating additional lost time due to the presence of a downstream queue at closely spaced intersections. However, the HCM model does not provide a very accurate estimation when the distance to the downstream queue is short. In this paper, a new model is developed for an accurate estimation of additional lost time at closely spaced intersections, considering different factors that are not addressed in the HCM model or in previous research, like queue discharge pattern and traffic flow patterns. Simulation results indicate that the new model provides a more accurate estimation of additional lost time compared with HCM model in conditions when the distance to the downstream link is limited." @default.
- W608390056 created "2016-06-24" @default.
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- W608390056 date "2013-01-01" @default.
- W608390056 modified "2023-09-24" @default.
- W608390056 title "Additional Lost Time Due to Downstream Queue at Closely Spaced Intersections" @default.
- W608390056 hasPublicationYear "2013" @default.
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