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Spatial Influence Analysis of Traffic Safety in Diverging Areas between Freeway Segments and Off Ramps

机译:高速公路段和斜坡越野地区发散区域交通安全的空间影响分析

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There tend to be more crashes occurring in freeway diverging segments due to increasing traffic conflicts between diverging vehicles and nondiverging vehicles. The diverging segments have a safety impact on the precedent basic segments and the following off ramps. It is always a challenge to accurately define the safety influential area of freeway diverging segments. In previous studies, fixed buffer in size is pregiven for crash frequency analysis in diverging segments, which lacks theoretical and practical support. In this study, the safety influential area was investigated from the statistical point of view. Data from a geocoded GIS crash database for Colorado Springs metropolitan area was used; the statistically significant factors associated with crash frequency were examined for the spatial influence of freeway diverging segments. Also, the generalized linear models with negative binomial link function were applied to predict the crash frequency for freeway diverging segments and off ramps based on the influential area. The results may give some insights into the causation of crashes on diverging segments and off-ramp intersections.
机译:由于发散的车辆和车辆不均匀的车辆之间的交通冲突增加,高速公路发散段发生了更多的崩溃。发散段对先例基本段的安全影响以及以下偏离坡道。准确地定义高速公路发散段的安全有影响力面积始终是一个挑战。在以前的研究中,规模的固定缓冲液被用于发散段中的碰撞频率分析,这缺乏理论和实际支持。在这项研究中,从统计观点来研究安全影响力。使用来自地理典范的GIS崩溃数据库的数据,用于科罗拉多斯普林斯大都市区;检查与碰撞频率相关的统计学意义因素,用于高速公路分叉段的空间影响。此外,应用具有负二进制链接功能的广义线性模型来预测高速公路发散段和基于有影响面积的匝道的碰撞频率。结果可能会对发散区段和越斜坡交叉口的崩溃发生一些见解。

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