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信号交叉口接近级实时碰撞风险分析。

Approach-level real-time crash risk analysis for signalized intersections.

机构信息

Department of Civil, Environmental & Construction Engineering, University of Central Florida, Orlando, FL, 32816, USA.

Department of Civil, Environmental & Construction Engineering, University of Central Florida, Orlando, FL, 32816, USA.

出版信息

Accid Anal Prev. 2018 Oct;119:274-289. doi: 10.1016/j.aap.2018.07.031. Epub 2018 Jul 31.

Abstract

Intersections are among the most dangerous roadway facilities due to the complex traffic conflicting movements and frequent stop-and-go traffic. However, previous intersection safety analyses were conducted based on static and highly aggregated data (e.g., annual average daily traffic (AADT), annual crash frequency). These aggregated data may result in unreliable findings simply because they are averages and cannot represent the real conditions at the time of crash occurrence. This study attempts to investigate the relationship between crash occurrence at signalized intersections and real-time traffic, signal timing, and weather characteristics based on 23 signalized intersections in Central Florida. The intersection and intersection-related crashes were collected and then divided into two types, i.e., within intersection crashes and intersection entrance crashes. Bayesian conditional logistic models were developed for these two kinds of crashes, respectively. For the within intersection models, the model results showed that the through volume from "A" approach (the traveling approach of at-fault vehicle), the left turn volume from "B" approach (near-side crossing approach), and the overall average flow ratio (OAFR) from "D" approach (far-side crossing approach), were found to have significant positive effects on the odds of crash occurrence. Moreover, the increased adaptability for the left turn signal timing of "B" approach and more priority for "A" approach could significantly decrease the odds of crash occurrence. For the intersection entrance models, average speed was found to have significant negative effect on the odds of crash occurrence. The longer average green time and longer average waiting time for the left turn phase, higher green ratio for the through phase, and higher adaptability for the through phase can significantly improve the safety performance of intersection entrance area. In addition, the average queue length on the through lanes was found to have positive effect on the odds of crash occurrence. These results are important in real-time safety applications at signalized intersections in the context of proactive traffic management.

摘要

交叉口是道路设施中最危险的地方之一,因为存在复杂的交通冲突和频繁的停车-启动交通。然而,以前的交叉口安全分析是基于静态和高度汇总的数据进行的(例如,年平均日交通量(AADT)、年事故频率)。这些汇总数据可能导致不可靠的结果,仅仅因为它们是平均值,无法代表事故发生时的真实情况。本研究试图根据佛罗里达州中部的 23 个信号交叉口,研究信号交叉口与实时交通、信号配时和天气特征之间的关系。交叉口和与交叉口相关的事故被收集,并分为两种类型,即交叉口内事故和交叉口入口事故。分别为这两种类型的事故开发了贝叶斯条件逻辑模型。对于交叉口内模型,模型结果表明,来自“A”方向(事故车辆行驶方向)的直行车流、来自“B”方向(近端交叉方向)的左转车流量以及来自“D”方向(远端交叉方向)的总平均流量比(OAFR)对事故发生的概率有显著的正向影响。此外,“B”方向左转信号配时的适应性提高和“A”方向的优先级提高可以显著降低事故发生的概率。对于交叉口入口模型,平均速度对事故发生的概率有显著的负向影响。较长的平均绿灯时间和较长的左转相位等待时间、较高的直行车相位绿灯比例和较高的直行车相位适应性都可以显著提高交叉口入口区域的安全性能。此外,直行车道上的平均排队长度对事故发生的概率有正向影响。这些结果对于信号交叉口实时安全应用和主动交通管理具有重要意义。

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