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First published online January 1, 2014

Dispersion Effect in Left-Turning Bicycle Traffic and Its Influence on Capacity of Left-Turning Vehicles at Signalized Intersections

Abstract

Bicycle traffic passing through intersections exhibits a dispersion effect that can influence the movements of nearby vehicles. The primary objective of this study was to investigate the dispersion effect in left-turning bicycle traffic at signalized intersections and to evaluate the effect's influence on the capacity of left-turning vehicles. Characteristics of the dispersion effect were investigated in 20 h of video data collected in Nanjing, China. A Poisson model was estimated to evaluate the factors contributing to platoon width of left-turning bicycle traffic. The impacts of platoon width on the capacity and delay of left-turning vehicles also were evaluated. Results showed that several factors, including the number of left-turning electric bicycles (e-bicycles) and conventional bicycles arriving during the red light period and the directional factor, significantly affected the platoon width of left-turning bicycle traffic. Sensitivity analysis results indicated that the platoon was widest when the number of left-turning e-bicycles divided by the number of total left-turning bicycles arriving per cycle was about 60%. An adjustment factor that accounted for the impacts of left-turning bicycles on the capacity of left-turning vehicles was proposed. Increasing the platoon width of left-turning bicycles from three to eight reduced the left-turning vehicle capacity about 19% and increased the capacity of all left-turning traffic around 25%.

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Article first published online: January 1, 2014
Issue published: January 2014

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© 2014 National Academy of Sciences.
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Authors

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Jingxu Chen
Jiangsu Province Collaborative Innovation Center of Modern Urban Traffic Technologies and Jiangsu Key Laboratory of Urban Intelligent Transportation Systems, Southeast University, Si Pai Lou No. 2, Nanjing 210096, China.
Wei Wang
Jiangsu Province Collaborative Innovation Center of Modern Urban Traffic Technologies and Jiangsu Key Laboratory of Urban Intelligent Transportation Systems, Southeast University, Si Pai Lou No. 2, Nanjing 210096, China.
Zhibin Li
Jiangsu Province Collaborative Innovation Center of Modern Urban Traffic Technologies and Jiangsu Key Laboratory of Urban Intelligent Transportation Systems, Southeast University, Si Pai Lou No. 2, Nanjing 210096, China.
Hang Jiang
Jiangsu Province Collaborative Innovation Center of Modern Urban Traffic Technologies and Jiangsu Key Laboratory of Urban Intelligent Transportation Systems, Southeast University, Si Pai Lou No. 2, Nanjing 210096, China.
Xuewu Chen
Jiangsu Province Collaborative Innovation Center of Modern Urban Traffic Technologies and Jiangsu Key Laboratory of Urban Intelligent Transportation Systems, Southeast University, Si Pai Lou No. 2, Nanjing 210096, China.
Senlai Zhu
Jiangsu Province Collaborative Innovation Center of Modern Urban Traffic Technologies and Jiangsu Key Laboratory of Urban Intelligent Transportation Systems, Southeast University, Si Pai Lou No. 2, Nanjing 210096, China.

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