Impact of Turning Lane Storage Length and Turning Proportions on Throughput at Oversaturated Signalized Intersections
Date
2021-11
Authors
Emtenan, A. M. Tahsin
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SAGE Publications
Abstract
During oversaturated conditions, common objectives of signal timing are to maximize vehicle throughput and manage queues. A common response to increases in vehicle volumes is to increase the cycle length. Because the clearance intervals are displayed less frequently with longer cycle lengths and fewer cycles, more of the total time is used for green indications, which implies that the signal timing is more efficient. However, previous studies have shown that throughput reaches a peak at a moderate cycle length and extending the cycle length beyond this actually decreases the total throughput. Part of the reason for this is that spillback caused by the turning traffic may cause starvation of the through lanes resulting in a reduction of the saturation flow rate within each lane. Gaps created by the turning traffic after a lane change may also reduce the saturation flow rate. There is a relationship between the proportions of turning traffic, the storage length of turning lanes, and the total throughput that can be achieved on an approach for a given cycle length and green time. This study seeks to explore this relationship to yield better signal timing strategies for oversaturated operations. A microsimulation model of an oversaturated left-turn movement with varying storage lengths and turning proportions is used to determine these relationships and establish a mathematical model of throughput as a function of the duration of green, storage length, and turning proportion. The model outcomes are compared against real-world data.
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article
Comments
This is a manuscript of an article published as Emtenan, A. M. T., & Day, C. M. (2021). Impact of Turning Lane Storage Length and Turning Proportions on Throughput at Oversaturated Signalized Intersections. Transportation Research Record, 2675(11), 305-319. https://doi.org/10.1177/03611981211017139. © National Academy of Sciences: Transportation Research Board 2021. Posted with permission