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Relationship between Level of Service and Traffic Safety at Signalized Intersections: Grouped Random Parameter Method

机译:信号交叉口服务水平与交通安全之间的关系:分组随机参数法

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摘要

Level of service (LOS) is a measure recommended to evaluate the operational performance of roadway facilities. It is generally agreed that LOS is related to traffic safety at signalized intersections; however, this relationship has not been fully investigated. This study sought to examine the relationship between LOS and safety by looking at types of crashes on approaches to signalized intersections. Crash data were acquired from 164 four-legged signalized intersections and categorized by rear-end, left-turn, and total crashes based on vehicle maneuvers. It was observed that intersection approach LOS and crash type frequencies differed for morning peak, midday, and afternoon peak hours. This led to the development of two models: a grouped random parameter negative binomial model to estimate the LOS-safety relationship for total crashes across different time periods, and a bivariate grouped random parameter negative binomial model to estimate this relationship for rear-end and left-turn crashes. Considering that geometric design, signal control, traffic flow, and crash types vary across different approaches within any given intersection, the models were developed at the approach level. The frequency of total and rear-end crashes (most to least) were LOSs D, C, B, and A on signalized intersection approaches. Left-turn crashes were not significantly associated with LOS. The relationship of a specific LOS to rear-end and total crashes varied across different time periods. This study determined that an understanding of the LOS-safety relationship at the intersection approach level requires examining different crash types and different time periods.
机译:服务水平(LOS)是推荐用于评估道路设施运营性能的一种措施。人们普遍认为,LOS与信号交叉口的交通安全有关。但是,这种关系尚未得到充分研究。这项研究试图通过查看信号交叉口的出行事故类型来检查LOS与安全之间的关系。从164个四脚信号交叉口获取了碰撞数据,并根据车辆操纵方式将其分为后端,左转弯和全部碰撞。据观察,在早晨高峰时段,中午和下午高峰时段,交叉路口进近服务水平和碰撞类型的频率有所不同。这导致了两个模型的发展:一个分组的随机参数负二项式模型来估计不同时间段内总碰撞的LOS-安全关系,以及一个双变量分组的随机参数负二项式模型来估计后端和左路的这种关系。转弯。考虑到几何设计,信号控制,交通流和事故类型在任何给定交叉路口的不同进场之间都不同,因此在进场级别开发了模型。在信号交叉口进近中,全部和追尾事故的频率(最大到最小)是LOS D,C,B和A。左转弯撞车与LOS无关。特定LOS与后端崩溃和总崩溃的关系在不同时间段内有所不同。这项研究确定了对交叉路口进近水平的LOS安全关系的理解需要检查不同的碰撞类型和不同的时间段。

著录项

  • 来源
    《Journal of Transportation Engineering》 |2018年第6期|04018022.1-04018022.12|共12页
  • 作者单位

    Ph.D. Candidate, School of Transportation Engineering, Tongji Univ., Shanghai 201804, China;

    Ph.D. Candidate, Key Laboratory of Road and Traffic Engineering, Ministry of Education, Tongji Univ., Shanghai 201804, China.;

    Professor, School of Transportation Engineering, Tongji Univ., Shanghai 201804, China;

    Professor, Key Laboratory of Road and Traffic Engineering, Ministry of Education, Tongji Univ., Shanghai 201804, China;

    Associate Professor, School of Transportation Engineering, Tongji Univ., Shanghai 201804, China;

    Associate Professor, Key Laboratory of Road and Traffic Engineering, Ministry of Education, Tongji Univ., Shanghai 201804, China;

    Visiting Professor, School of Transportation Engineering, Tongji Univ., Shanghai 201804, China;

  • 收录信息
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    Operational conditions; Level of service (LOS); Crash types; Time periods; Intersection approach; Grouped random parameter negative binomial models;

    机译:运行条件;服务水平(LOS);崩溃类型;时间段;交叉口法;分组随机参数负二项式模型;
  • 入库时间 2022-08-18 03:55:39

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