Literature DB >> 22093572

Severity models of cross-median and rollover crashes on rural divided highways in Pennsylvania.

Wen Hu1, Eric T Donnell.   

Abstract

INTRODUCTION: Crossover and rollover crashes in earth-divided, traversable medians on rural divided highways can lead to severe injury outcomes. This study estimated severity models of these two crash types. Vehicle, driver, roadway, and median cross-section design data were factors considered in the models. A unique aspect of the data used to estimate the models were the availability of median cross-slope data, which are not commonly included in roadway inventory data files.
METHODS: A binary logit model of cross-median crash severity and a multinomial logit model of rollover crash severity were estimated using five years of data from rural divided highways in Pennsylvania.
RESULTS: The highest probability of a fatal or major injury in cross-median and rollover crashes was found to occur in cases when a driver was not wearing a seatbelt. While flatter cross-slopes and narrower medians were associated with more severe cross-median crash outcomes, steeper cross-slopes and narrower medians significantly increased rollover crash severity outcomes. The presence of horizontal curves was associated with increased probabilities of high-severity outcomes in a median rollover crash. IMPACT ON INDUSTRY: Modeling results in this study confirmed that cross-median and median rollover crash severity outcomes are associated with median cross-section design characteristics. Based on the estimated models, it appears that flatter and narrower medians lead to more severe injury outcomes in cross-median crashes. Steeper median cross-slopes and narrower medians were associated with higher probabilities of more severe outcomes in median rollover crashes. The results presented in this study suggest that there is a trade-off between median cross-section design and cross-median and rollover crashes in earth-divided, traversable medians on rural divided highways. While the severity models can be included in a framework to develop design guidance in relation to this trade-off, models of crash frequency should also be considered.
Copyright © 2011 Elsevier Ltd. All rights reserved.

Mesh:

Year:  2011        PMID: 22093572     DOI: 10.1016/j.jsr.2011.07.004

Source DB:  PubMed          Journal:  J Safety Res        ISSN: 0022-4375


  2 in total

1.  Crash severity analysis of nighttime and daytime highway work zone crashes.

Authors:  Kairan Zhang; Mohamed Hassan
Journal:  PLoS One       Date:  2019-08-13       Impact factor: 3.240

2.  Severity assessment of accidents involving roadside trees based on occupant injury analysis.

Authors:  Guozhu Cheng; Rui Cheng; Yulong Pei; Liang Xu; Weiwei Qi
Journal:  PLoS One       Date:  2020-04-07       Impact factor: 3.240

  2 in total

北京卡尤迪生物科技股份有限公司 © 2022-2023.