Effects of Pedestrian Crossing on Minor Road Capacity at Two-Way Stop-Controlled Intersections

Author:

Yue Rui1,Yang Guangchuan2,Zheng Yichen3,Tian Zong1

Affiliation:

1. Department of Civil and Environmental Engineering, University of Nevada, Reno, NV

2. Institute for Transportation Research and Education (ITRE), North Carolina State University, Raleigh, NC

3. Beijing Nebula Link Technology Co., Ltd., Beijing, China

Abstract

Two-way stop-controlled (TWSC) intersections have been used extensively in the United States and other parts of the world when traffic signal control is not warranted. However, it was found that when a major road vehicle yields to crossing pedestrians, minor road traffic could use this extra gap, which tends to improve the capacity of some minor vehicle movements. The current capacity modeling methods did not take into account the effects of the pedestrian crossing on minor road capacity. This paper proposes an analytical model to quantify the increased capacity of minor street movements contributed by minor street pedestrian crossings and validates the model using both field data collected at a three-leg TWSC intersection and through the stochastic simulation method. A sensitivity analysis was performed to reveal the impacts of various factors on minor road capacity. In general, it was found that minor road left-turn capacity at the study intersection was positively correlated to pedestrian crossing volume, yielding rate, and pedestrian crossing time. Besides, modeling results showed that under relatively heavier conflict traffic volume conditions, the effect of the pedestrian crossing on increased capacity on the minor road was more significant.

Publisher

SAGE Publications

Subject

Mechanical Engineering,Civil and Structural Engineering

Reference41 articles.

1. Unsignalized Intersection Improvement Guide. https://toolkits.ite.org/uiig/types.asp#stop. Accessed July 11, 2020.

2. Analysis of Traffic Operations at All-Way Stop-Controlled Intersections by Simulation

3. Capacity of Multilane All-Way Stop-Controlled Intersections Based on the Conflict Technique

Cited by 2 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

1. Traffic Queue Length Estimation at Permissive Left-Turn Signalized Intersections with Probabilistic Priority;Journal of Transportation Engineering, Part A: Systems;2022-12

2. Capacity Estimation at All-Way Stop-Controlled Intersections Considering Pedestrian Crossing Effects;Transportation Research Record: Journal of the Transportation Research Board;2022-08-22

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