Donnell Eric T, Mason John M
Department of Civil and Environmental Engineering, The Pennsylvania State University, University Park, 16802, USA.
Accid Anal Prev. 2006 May;38(3):590-9. doi: 10.1016/j.aap.2005.12.011. Epub 2006 Jan 26.
Median barrier warrant criteria were developed in the 1970s and generally remain unchanged today. Vehicle travel, including both traffic volumes and operating speeds, have increased over this same time period. Encroachments into the median, and subsequent collisions with vehicles traveling in the opposite travel lanes, result in high severity crashes. Median barrier is typically used to prevent cross-median crashes; median barrier selection is based on median width and traffic volumes. Quantifiable information regarding the effects of median barrier installation and its placement on crash frequency is limited. This paper investigates median barrier crash frequency on Pennsylvania Interstate highways, including separate models for the Turnpike and all other Interstate-designated highways. Negative binomial regression models were used to develop predictive crash frequency tools. Traffic volume, horizontal alignment, interchange ramp presence, and median barrier offset distance from the travel lanes were used to estimate median barrier crash frequency. The analytical methodology developed in this research can be used, in concert with other prediction models, to assess the consequences of median barrier placement decisions.
中央分隔带障碍物设置标准在20世纪70年代制定,至今总体保持不变。在同一时期,包括交通流量和运行速度在内的车辆行驶情况有所增加。闯入中央分隔带以及随后与反向车道行驶车辆发生的碰撞,会导致严重事故。中央分隔带障碍物通常用于防止穿越中央分隔带的碰撞事故;中央分隔带障碍物的选择基于中央分隔带宽度和交通流量。关于安装中央分隔带障碍物及其位置对事故频率影响的可量化信息有限。本文研究宾夕法尼亚州际公路上中央分隔带障碍物的事故频率,包括针对收费公路和所有其他指定为州际公路的单独模型。使用负二项回归模型开发预测事故频率工具。交通流量、水平线形、互通式立交匝道的存在以及中央分隔带与行车道的偏移距离用于估计中央分隔带障碍物的事故频率。本研究中开发的分析方法可与其他预测模型一起用于评估中央分隔带障碍物设置决策的后果。