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Traffic Safety Performance Investigations Impacted by Large Vehicles along Upgrade Freeway Sections

机译:升级高速公路沿线大型车辆对交通安全绩效的影响调查

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The upgrade freeway section is an accident-prone roadway segments. This paper studied the operation characteristics of traffic flow on the upgrade section using VISSIM simulation software based on the survey data. The speed standard deviation coefficient (Cv) and the average changing times between car and large vehicles were selected as the indexes to evaluate the impact of large vehicles on traffic safety along upgrade sections and the changes of different slopes and traffic conditions were analyzed. The result shows that the traffic volume and large vehicle mixed rate both affect traffic safety performance on the upgrade section. The upgrade section safety was divided into 3 categories by the speed standard deviation coefficient. The results could provide the improvement guidance for traffic facilities to ensure traffic safety on the upgrade section.
机译:升级高速公路路段是容易发生事故的道路路段。基于调查数据,使用VISSIM仿真软件研究了升级区间交通流量的运行特性。选择速度标准差系数(Cv)和汽车与大型车辆的平均换乘时间作为指标,以评估大型车辆对沿升级路段的交通安全的影响,并分析不同坡度和交通条件的变化。结果表明,交通量和较大的车辆混合率都影响升级段的交通安全性能。速度标准偏差系数将升级区的安全性分为3类。结果可为交通设施提供改进指导,以确保升级段的交通安全。

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