Abstract

The purpose of this research is to find a traffic light timing optimization scheme. During the research, an intersection between Xi’an Mingguang road and the Fourth FengCheng road was chosen to analyze the crossing time distribution of pedestrians who were separated from west-to-the-right-turn vehicles during which the method of breaking off both ends of pedestrian green light signals was used. The VISSIM software was used for traffic simulation, aimed at improving traffic volume and right-turning vehicle average speed for less vehicle queuing delays, less human-vehicle conflicts, and better security for pedestrians without excessive interruption on their street crossing efficiency. The optimal scheme is obtained and the result shows that (1) the number of passing vehicles remains unchanged, with the queuing delay reduced by 5.78% and crosswalk passing speed increased by 19.01% compared with the original one. (2) As the scheme effect is positively correlated with the increase of right turn vehicle numbers, the scheme could be adopted for urban traffic management based on the local situation, which is not only in peak traffic hours but also in the flat peak time to ensure vehicle efficiency and pedestrian safety in the light of “vehicle yielding to pedestrians” regulation. (3) The scheme could also be adopted in cities with no “vehicle yielding to pedestrians” policy for both people-vehicle separation and pedestrian safety when crossing streets.

Highlights

  • In recent years, with rapid social and economic development, great progress in urban road infrastructure construction and traffic management, a rapid increase in road traffic demand, and a gradual increase in the supply of transportation infrastructure and service facility pressure, the social requirements of the urban road traffic system are facing intensified contradiction between high and low management levels, along with seriously congested urban traffic, seriously chaotic traffic order, and a decrease in transport efficiency and urban traffic safety.Various conflicts between pedestrians and vehicles in urban transportation have existed for many years, and the attention paid to pedestrian safety is much less than that to motor vehicle safety concerns with vehicle-vehicle interaction

  • (2) As the scheme effect is positively correlated with the increase of right turn vehicle numbers, the scheme could be adopted for urban traffic management based on the local situation, which is in peak traffic hours and in the flat peak time to ensure vehicle efficiency and pedestrian safety in the light of “vehicle yielding to pedestrians” regulation. (3) e scheme could be adopted in cities with no “vehicle yielding to pedestrians” policy for both people-vehicle separation and pedestrian safety when crossing streets

  • Being vulnerable to serious injury or even death in road traffic accidents, pedestrians are generally considered as vulnerable road users, and when they are crossing the road, vehicle drivers must give way to pedestrians according to the rule called “vehicle yielding to pedestrians.”

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Summary

Introduction

With rapid social and economic development, great progress in urban road infrastructure construction and traffic management, a rapid increase in road traffic demand, and a gradual increase in the supply of transportation infrastructure and service facility pressure, the social requirements of the urban road traffic system are facing intensified contradiction between high and low management levels, along with seriously congested urban traffic, seriously chaotic traffic order, and a decrease in transport efficiency and urban traffic safety.Various conflicts between pedestrians and vehicles in urban transportation have existed for many years, and the attention paid to pedestrian safety is much less than that to motor vehicle safety concerns with vehicle-vehicle interaction. Is policy requires right-turning vehicles to stop and yield to crossing-road-pedestrians, there are no traffic signals for right-turning vehicles. According to traffic regulations in Xi’an, right-turning vehicles at the interaction must yield to pedestrians in zebra crossing area to cross. Such regulation improves traffic volume and pedestrian safety, yet it causes the queuing and backlog of right-turning vehicles, and even reduces the traffic volume in other directions at single-lane or two-lane junctions, aggravating traffic congestion. It frequently occurs that signal timing at urban road intersections in certain directions cannot meet the actual traffic situation demand or much longer than the actual need

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