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Empirical Observation of the Impact of Traffic Oscillations on Freeway Safety

机译:交通振荡对高速公路安全影响的实证观察

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摘要

Traffic oscillations are typical features of congested traffic flow that are characterized by recurring decelerations followed by accelerations (stop-and-go driving). The negative environmental impacts of these oscillations are widely accepted, but their impact on traffic safety has been debated. This report describes the impact of freeway traffic oscillations on traffic safety. This study employs a matched case-control design using high resolution traffic and crash data from a freeway segment. Traffic conditions prior to each crash were taken as cases, while traffic conditions during the same periods on days without crashes were taken as controls. These were also matched by presence of congestion, geometry and weather. A total of 82 cases and about 80,000 candidate controls were extracted from more than three years of data from 2004 to 2007. Conditional logistic regression models were developed based on the case-control samples. To verify consistency in the results, 20 different sets of controls were randomly extracted from the candidate pool. The results reveal that the standard deviation of speed (thus, oscillations) is a significant variable, with an average odds ratio of about 1.08. This implies that the odds of a (rearend) crash occurring increases by about 8 percent with an additional unit increase in the standard deviation of speed. The average traffic states prior to crashes were less significant than the speed variations in congestion.
机译:交通振荡是交通拥堵的典型特征,其特征在于反复减速,然后加速(走走停停行驶)。这些振动对环境的负面影响已被广泛接受,但其对交通安全的影响已受到争议。该报告描述了高速公路交通波动对交通安全的影响。这项研究采用了匹配的案例控制设计,该设计使用了高速公路路段的高分辨率交通和碰撞数据。以每次撞车前的交通状况为例,而没有撞车的同一天的交通状况作为控制指标。这些都与交通拥堵,几何形状和天气情况相匹配。从2004年至2007年的三年多的数据中,总共提取了82例病例和约80,000个候选对照。基于病例对照样本,开发了条件logistic回归模型。为了验证结果的一致性,从候选库中随机抽取了20套不同的对照。结果表明,速度的标准偏差(因此,振荡)是一个显着的变量,平均比值比约为1.08。这意味着发生(较晚)碰撞的几率增加了约8%,而速度标准偏差又增加了一个单位。崩溃之前的平均流量状态不如拥堵的速度变化重要。

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