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高速公路路侧设施对交通事故频率的影响。

Influence of curbs on traffic crash frequency on high-speed roadways.

机构信息

Department of Civil and Environmental Engineering, The University of Tennessee, Knoxville, Tennessee, USA.

出版信息

Traffic Inj Prev. 2011 Aug;12(4):412-21. doi: 10.1080/15389588.2011.578285.

Abstract

OBJECTIVE

Curbs are commonly used on roadways for drainage management, access control, and other positive functions. However, curbs may also bring about unfavorable effects on drivers' behavior and vehicle stability when hitting curbs, especially for high-speed roadways. The objective of this article is to investigate whether the presence of curbs along outside shoulders has produced adverse effects on traffic safety on high-speed roadways and whether increasing speed limits has created any further harmful effects.

METHODS

In this study, the Illinois Highway Safety Database from 2003 to 2007 was selected to evaluate the effects of curbs over traffic safety on 2-lane and 4-lane non-freeways with speed limits of 45, 50, and 55 mph. Wilcoxon/Kruskal-Wallis nonparametric tests were conducted to compare the road-segment crash rates between 3 types of outside shoulders (curbed shoulder, soft flush shoulder, and hard flush shoulder) and 3 speed limits. In addition, the zero-inflated negative binomial models were developed for all of the roadway segments combined, as well as the curbed outside shoulder-only segments. The models were used to estimate the influences of curbed outside shoulder, speed limit level, as well as other roadway characteristics on crash frequency.

RESULTS

It was found that road segments with different types of outside shoulders were from different populations in terms of the distribution of crash rates, so did segments with different speed limits. Further, the crash frequency analysis indicates that the curbed outside shoulders did not induce a higher crash frequency compared to the other 2 types of outside shoulders. In addition, there was no evidence that a decrease in speed limit results in reduction in crash frequencies for road segments with curbed outside shoulders.

CONCLUSIONS

The findings of this study suggest that the employment of curbed outside shoulders on high-speed roadways would not pose any significantly harmful effect on the occurrence of crashes, and on high-speed roadways with curbed outside shoulders, reducing the speed limit from 55 to 45 mph would not achieve any safety benefit.

摘要

目的

路缘石常用于道路排水管理、出入控制和其他积极功能。然而,当车辆撞击路缘石时,路缘石可能会对驾驶员的行为和车辆稳定性产生不利影响,尤其是在高速公路上。本文的目的是研究在高速公路外侧路肩设置路缘石是否对交通安全产生不利影响,以及提高限速是否会产生进一步的有害影响。

方法

本研究选取了 2003 年至 2007 年期间的伊利诺伊州公路安全数据库,评估了 45、50 和 55 英里/小时限速的 2 车道和 4 车道非高速公路上路缘石对交通安全的影响。采用 Wilcoxon/Kruskal-Wallis 非参数检验比较了 3 种外侧路肩(路缘石肩、软平肩和硬平肩)和 3 种限速的路段碰撞率。此外,对所有路段以及仅路缘石外侧路段,建立了零膨胀负二项模型,以评估路缘石外侧肩、限速水平以及其他道路特征对碰撞频率的影响。

结果

发现不同类型外侧路肩的路段在碰撞率分布上属于不同的群体,限速不同的路段也是如此。进一步的碰撞频率分析表明,与其他两种外侧路肩相比,路缘石外侧肩并没有导致更高的碰撞频率。此外,没有证据表明降低限速会降低路缘石外侧路段的碰撞频率。

结论

本研究结果表明,在高速公路上使用路缘石外侧肩不会对碰撞事故的发生产生显著的不利影响,而且在设置路缘石外侧肩的高速公路上,将限速从 55 英里/小时降低到 45 英里/小时不会带来任何安全收益。

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