Glenn Department of Civil Engineering, Clemson University, Clemson, SC 29634, USA.
Glenn Department of Civil Engineering, Clemson University, Clemson, SC 29634, USA.
J Safety Res. 2021 Feb;76:301-313. doi: 10.1016/j.jsr.2020.11.003. Epub 2020 Dec 16.
Adaptive Signal Control System (ASCS) can improve both operational and safety benefits at signalized corridors.
This paper develops a series of models accounting for model forms and possible predictors and implements these models in Empirical Bayes (EB) and Fully Bayesian (FB) frameworks for ASCS safety evaluation studies. Different models are validated in terms of the ability to reduce the potential bias and variance of prediction and improve the safety effectiveness estimation accuracy using real-world crash data from non-ASCS sites. This paper then develops the safety effectiveness of ASCS at six different corridors with a total of 65 signalized intersections with the same type of ASCS, in South Carolina.
Validation results show that the FB model that accounts for traffic volume, roadway geometric features, year factor, and spatial effects shows the best performance among all models. The study findings reveal that ASCS reduces crash frequencies in the total crash, fatal and injury crash, and angle crash for most of the intersections. The safety effectiveness of ASCS varies with different intersection features (i.e., AADT at major streets, number of legs at an intersection, the number of through lanes on major streets, the number of access points on minor streets, and the speed limit at major streets).
ASCS is associated with crash reductions, and its safety effects vary with different intersection features. Practical Applications: The findings of this research encourage more ASCS deployments and provide insights into selecting ASCS deployment sites for reducing crashes considering the variation of the safety effectiveness of ASCS.
自适应信号控制系统 (ASCS) 可以提高信号交叉口的运行和安全效益。
本文开发了一系列考虑模型形式和可能预测因子的模型,并将这些模型应用于经验贝叶斯 (EB) 和全贝叶斯 (FB) 框架中,以进行 ASCS 安全评估研究。使用来自非 ASCS 地点的实际碰撞数据,根据减少预测潜在偏差和方差以及提高安全效果估计准确性的能力,对不同的模型进行了验证。本文随后在南卡罗来纳州的六个不同的走廊共 65 个信号交叉口开发了具有相同类型的 ASCS 的安全效果。
验证结果表明,在所有模型中,考虑到交通量、道路几何特征、年份因素和空间效应的 FB 模型表现最好。研究结果表明,ASCS 降低了大多数交叉口的总碰撞、致命和受伤碰撞以及角度碰撞的碰撞频率。ASCS 的安全效果因不同的交叉口特征而异(即主要街道的 AADT、交叉口的支数、主要街道的直行车道数、次要街道的接入点数以及主要街道的限速)。
ASCS 与碰撞减少有关,其安全效果因交叉口的不同特征而异。
本研究的结果鼓励更多地部署 ASCS,并为考虑 ASCS 安全效果的变化选择 ASCS 部署地点以减少碰撞提供了深入的见解。