Driver Injury Severity Resulting from Single-Vehicle Crashes Along Horizontal Curves an Rural Two-Lane Highways

被引:75
|
作者
Schneider, William H. [1 ]
Savolainen, Peter T. [2 ]
Zimmerman, Karl [3 ]
机构
[1] Univ Akron, Dept Civil Engn, Akron, OH 44325 USA
[2] Wayne State Univ, Dept Civil & Environm Engn, Detroit, MI 48202 USA
[3] Valparaiso Univ, Gellersen Ctr, Dept Civil Engn, Valparaiso, IN 46383 USA
关键词
RISK; DISPERSION; FREQUENCY; ACCIDENTS; MODELS; TRUCKS; SPEED;
D O I
10.3141/2102-11
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Horizontal curves have been identified as a target area for improving safety on rural two-lane highways in Texas. This study involved the development of multinomial logit models to assess driver injury severity resulting from single-vehicle crashes on such roads. Likelihood ratio tests warranted the development of separate injury severity models for curves of small, medium, and large radius. Various driver, vehicle, roadway, and environmental characteristics were found to affect injury severity among the 10,029 crashes analyzed. Run-off-the-road crashes, particularly those resulting in collisions with roadside objects, were found to increase injury severity significantly. Females were more likely to sustain injury and older drivers to be critically injured, particularly on curves of smaller radius. Various driver actions and behaviors were also significant determinants of injury severity. Unbelted drivers were up to 10 times more likely to suffer fatal injuries, and drivers who were uninsured, fatigued, or under the influence of drugs or alcohol were more likely to be seriously injured. Several of these behavioral factors were more pronounced on sharper curves.
引用
收藏
页码:85 / 92
页数:8
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