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兼职使用肩部的随机参数负二项式-林德利模型的短期安全性能函数

Short-term Safety Performance Functions by Random Parameters Negative Binomial-Lindley model for Part-time Shoulder Use.

机构信息

Department of Civil, Environmental, and Construction Engineering, University of Central Florida (UCF), 12800 Pegasus Drive, Suite 211, P.O. Box 162450, Orlando, FL 32816-2450, United States.

出版信息

Accid Anal Prev. 2024 May;199:107498. doi: 10.1016/j.aap.2024.107498. Epub 2024 Feb 14.

Abstract

Part-time Shoulder Use (PTSU) is a traffic management and operation strategy that allows the use of the left or right shoulder as a travel lane, typically during the peak hours of the day. Though PTSU is an effective strategy for increasing roadway capacity in congested traffic conditions, there is very limited quantitative information about PTSU design elements and operational strategy in the existing literature, which could impact the occurrence of crashes on freeways. This study contributes to the safety literature by analyzing various potential crash contributing factors related to PTSU operation and design elements through the development of short-term Safety Performance Functions (SPFs). A comparison of the estimated models demonstrated that by utilizing the mixed distribution and allowing the posterior parameter estimates of explanatory variables to vary from one observation to another, the Random Parameters Negative Binomial-Lindley (RPNB-L) model outperformed the traditional NB and fixed coefficient NB-L models. The results of the proposed RPNB-L model indicated that the PTSU implemented sections experienced a lower number of traffic crashes compared to the non-PTSU freeway sections. Among the attributes related to PTSU operation and design elements, the usage of the leftmost shoulder lane as PTSU, the presence of emergency rest areas for damaged vehicles, and adequate shoulder width would significantly reduce crash frequency for the PTSU implemented freeways. Moreover, investigation of the identified hotspots revealed that the transition areas (start/end locations of PTSU) are the most critical sections. The findings from this research could assist transportation agencies to take appropriate countermeasures for preventing and reducing crash occurrences on PTSU implemented freeways.

摘要

非全日使用路肩(PTSU)是一种交通管理和运营策略,允许在高峰时段使用左侧或右侧路肩作为行车道。尽管 PTSU 是在交通拥堵条件下增加道路容量的有效策略,但现有文献中关于 PTSU 设计要素和运营策略的定量信息非常有限,这可能会影响高速公路上的碰撞事故发生。本研究通过开发短期安全性能函数(SPFs),分析了与 PTSU 操作和设计要素相关的各种潜在碰撞因素,为安全文献做出了贡献。通过比较估计模型,结果表明,通过利用混合分布并允许解释变量的后验参数估计从一个观测值到另一个观测值变化,随机参数负二项式-Lindley(RPNB-L)模型优于传统的 NB 和固定系数 NB-L 模型。所提出的 RPNB-L 模型的结果表明,与非 PTSU 高速公路段相比,实施 PTSU 的路段发生的交通碰撞事故数量较少。在与 PTSU 操作和设计要素相关的属性中,将最左侧路肩车道用作 PTSU、设置紧急车辆维修区以及足够的路肩宽度,将显著降低实施 PTSU 的高速公路的碰撞频率。此外,对已识别的热点进行调查发现,过渡区(PTSU 的起始/结束位置)是最关键的区域。本研究的结果可以帮助交通管理部门采取适当的对策,防止和减少实施 PTSU 的高速公路上的碰撞事故发生。

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