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The relationship between travel speeds, infrastructure characteristics, and crashes on two-lane highways

机译:行车速度,基础设施特征和两车道高速公路上的撞车之间的关系

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摘要

This article examines the relationship between travel speeds and crashes on two-lane highways, accounting for traffic exposure and road infrastructure characteristics. The study's database included 179 road sections in Israel, which included free-flow travel speeds, 3-year injury crash data, traffic volumes, and road infrastructure characteristics. Preliminary analyses of in-data correlations supported the selection of appropriate speed and infrastructure indicators. Homogeneous groups of road sections were identified according to their characteristics. Negative binomial statistical models were fitted to injury crash counts for day and night hours, using speed indicators, section length, traffic volume, and the homogeneous road groups, which reflected various road design conditions. The models demonstrated a positive relation between mean speeds and crashes, while controlling for traffic and road characteristics. The expected crash change following higher travel speeds was more substantial for night hours. In line with previous research, section length, traffic volume, and worse road design were positively related to crashes.
机译:本文研究了两车道高速公路上行驶速度与撞车之间的关系,从而说明了交通风险和道路基础设施的特征。该研究的数据库包括以色列的179个路段,其中包括自由流动的行进速度,三年伤害事故数据,交通量和道路基础设施特征。数据内相关性的初步分析支持选择适当的速度和基础架构指标。根据道路路段的特征,确定道路路段的同类组。负二项式统计模型适用于白天和晚上的伤害事故计数,使用速度指示器,路段长度,交通量和同质道路组来反映各种道路设计条件。这些模型展示了平均速度与碰撞之间的正相关关系,同时控制了交通和道路特性。在夜间,由于更高的行驶速度而导致的预期碰撞变化更为显着。与先前的研究一致,路段长度,交通量和较差的道路设计与交通事故呈正相关。

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