School of Transportation, Southeast University, 2 Si Pai Lou, Nanjing 210096, China.
Department of Transportation Engineering, Ajou University, San 5, Woncheon-dong, Yeongtong-gu, Suwon 443-749, South Korea.
Accid Anal Prev. 2014 Mar;64:52-61. doi: 10.1016/j.aap.2013.11.003. Epub 2013 Nov 15.
This study presents a surrogate safety measure for evaluating the rear-end collision risk related to kinematic waves near freeway recurrent bottlenecks using aggregated traffic data from ordinary loop detectors. The attributes of kinematic waves that accompany rear-end collisions and the traffic conditions at detector stations spanning the collision locations were examined to develop the rear-end collision risk index (RCRI). Together with RCRI, standard deviations in occupancy were used to develop a logistic regression model for estimating rear-end collision likelihood near freeway recurrent bottlenecks in real-time. The parameters in the logistic regression models were calibrated using collision data gathered from the 6-mile study site between 2006 and 2007. Findings indicated that an additional unit increase in RCRI results in increasing the odds of rear-end collision by 21.1%, a unit increase in standard deviation of upstream occupancy increases the odds by 19.5%, and a unit increase in standard deviation of downstream occupancy increases the odds by 18.7%. The likelihood of rear-end collisions is highest when the traffic approaching from upstream is near capacity state while downstream traffic is highly congested. The paper also reports on the findings from comparing the predicted number of rear-end collisions at the study site using the proposed model with the observed traffic collision data from 2008. The proposed model's true positive rates were higher than those of existing real-time crash prediction models.
本研究提出了一种替代安全措施,使用普通环形检测器的聚合交通数据来评估与高速公路反复瓶颈处运动波相关的追尾碰撞风险。研究检查了伴随追尾碰撞的运动波的属性以及跨越碰撞位置的检测器站的交通条件,以开发追尾碰撞风险指数(RCRI)。与 RCRI 一起,使用占有率的标准差开发了一个实时估计高速公路反复瓶颈附近追尾碰撞可能性的逻辑回归模型。使用 2006 年至 2007 年在 6 英里研究地点收集的碰撞数据对逻辑回归模型中的参数进行了校准。研究结果表明,RCRI 每增加一个单位,追尾碰撞的可能性就会增加 21.1%,上游占有率标准差增加一个单位,追尾碰撞的可能性就会增加 19.5%,下游占有率标准差增加一个单位,追尾碰撞的可能性就会增加 18.7%。当上游接近容量状态而下游交通高度拥堵时,追尾碰撞的可能性最高。本文还报告了使用所提出的模型与 2008 年观察到的交通碰撞数据比较研究地点的预测追尾碰撞数量的结果。所提出的模型的真阳性率高于现有的实时碰撞预测模型。