Department of Traffic Engineering and Key Laboratory of Road and Traffic Engineering, Ministry of Education, Tongji University, No. 4800, Cao'an Road, Shanghai 201804, China; Jiangsu Province Collaborative Innovation Center of Modern Urban Traffic Technologies, SiPaiLou #2, Nanjing 210096, China.
Department of Traffic Engineering and Key Laboratory of Road and Traffic Engineering, Ministry of Education, Tongji University, No. 4800, Cao'an Road, Shanghai 201804, China.
Accid Anal Prev. 2016 Oct;95(Pt B):503-511. doi: 10.1016/j.aap.2015.12.011. Epub 2015 Dec 23.
Urban expressways are the key components of the urban traffic network. The traffic safety situation on expressways directly influences the efficiency of the whole network. A total of 48,325 crashes were recorded by Shanghai Expressway Surveillance System in a three-year period. Considering the different crash mechanisms under different congestion levels, models for the total crashes, non-congested-flow crashes and congested-flow crashes were respectively formulated based on the real-time traffic condition corresponding to each crash. Moreover, considering the potential spatial correlation among segments, the adjacent-correlated spatial and distance-correlated spatial models were formulated and compared to the traditional non-spatial-correlated model. A Bayesian approach was employed to estimate the parameters. The results showed that the congestion index, merging ratio, ramp density, and average daily traffic significantly affect the crash frequency. The safety factors in non-congested flow and congested flow are different; diverging behavior is more risky in non-congested flow, more lanes tend to increase the risk of crashes in congested flow, and horizontal curves tend to decrease the crash risk in congested flow but cause high risk in non-congested flow. In addition, the distance-correlated spatial model is found to be the best-fitting model. The results of this study suggested that dedicated safety countermeasures can be designed for different traffic situations on urban expressways.
城市快速路是城市交通网络的重要组成部分。快速路的交通安全状况直接影响整个网络的效率。上海快速路监控系统在三年内共记录了 48325 起事故。考虑到不同拥堵水平下的不同碰撞机制,根据每个事故对应的实时交通状况,分别制定了总事故、非拥堵流事故和拥堵流事故的模型。此外,考虑到路段之间潜在的空间相关性,还制定了相邻相关空间和距离相关空间模型,并与传统的非空间相关模型进行了比较。采用贝叶斯方法估计参数。结果表明,拥堵指数、合流比、匝道密度和平均日交通量显著影响事故频率。非拥堵流和拥堵流的安全系数不同;在非拥堵流中,分道行驶行为更具风险,在拥堵流中,增加车道数会增加事故风险,而在拥堵流中,平曲线会降低事故风险,但在非拥堵流中会导致高风险。此外,距离相关空间模型是最合适的拟合模型。本研究结果表明,可以为城市快速路上的不同交通情况设计专门的安全对策。