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Factors impacting injury severity of crashes involving traffic barrier end treatments

机译:影响涉及交通障碍结束治疗的崩溃伤害严重程度的因素

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This paper seeks to identify variables affecting the severity of crashes involving traffic barrier end treatments. A field inventory was conducted to collect type, system height (from the ground to the top), lateral offset (from the edge of pavement), and side-slope of over 11,000 end treatments in the state of Wyoming. Then, the data collected was combined with historical end treatment crashes using the Critical Analysis Reporting Environment (CARE) software. Finally, a severity model was developed for end treatment crashes, considering a random-parameters ordered logit model. Among the end treatment types considered in this study, the end anchorage type A-FLEAT 350 was least likely to result in severe injuries in crashes. On the other hand, turned-down end terminal and the end anchorage WY-BET were involved with higher injury severity in crashes. End treatments located on a flat roadside were found to be less severe, showing a parameter estimate equal to -1.10 in the crash severity model. End treatment crashes involving pickup also had a lower probability of causing a severe injury crash compared to the other vehicle types.
机译:本文旨在识别影响涉及交通障碍结束治疗的崩溃严重性的变量。进行现场库存,以收集类型,系统高度(从地面到顶部),横向偏移(从路面边缘),并在怀俄明状态下超过11,000个端部处理的侧倾。然后,采用批判分析报告环境(护理)软件将收集的数据与历史结束治疗崩溃相结合。最后,考虑到随机参数有序的Logit模型,开发了严重性模型用于结束处理崩溃。在本研究中考虑的结束处理类型中,最终锚定型A-Fleat 350最不可能导致崩溃造成严重的伤害。另一方面,关闭的端终端和最终锚定WY-BET参与崩溃的损伤严重程度。发现位于扁平路边的终端处理不太严重,显示在碰撞严重性模型中等于-1.10的参数估计。涉及拾取的最终处理崩溃也具有与其他载体类型相比引起严重损伤的概率较低。

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