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Examining the Safety Performance of Urban/Suburban Arterials and Freeway Segments in Consideration of Roadway Geometry and Traffic Control.

机译:在考虑道路几何形状和交通控制的情况下,检查城市/郊区动脉和高速公路路段的安全性能。

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摘要

With the sprawling of major cities and creation of suburban areas, one problem that state agencies face is the increasing congestion in suburban arterials coupled with the safety risks posed by increasing traffic volumes at traditional intersections along arterials. In the early 1960s, a new intersection design was developed and installed in the state of Michigan, where left turns at intersections were replaced by median U-turn lanes (MUTs). This study focuses on the safety performance of corridors where median U-turns (MUTs) are present along urban and suburban boulevards. The analysis is performed in two stages; first models were developed separately for assessing the safety performance, through the examination of crash frequency and type, across individual MUTs, at intersections, and along segments on which MUTs are located. Subsequently, an aggregate-level analysis is conducted to assess the safety performance of specific intersections/MUT combinations. The second stage focused on developing models for examination of sites spanning each side of an intersection including upstream and downstream MUTs. These sites were compared to sample sites with allowed traditional left turn movements. Ultimately, the results provide guidance to agencies considering the installation of such alternative intersections.;Additionally, safety risks are present during work zone projects along freeways, which are essential facilities for providing mobility. The presence of a work zone generally results in both mobility and safety impacts to road users. Minimizing the adverse impacts associated with work zones has become a priority for road agencies. This study will estimate SPFs that consider freeway geometry and traffic conditions, as well as the effects of various temporary traffic control strategies such as lane shifts, shoulder closures, and lane closures. Crash modification factors were developed for work zone duration and length. Additionally, the study results provide insight on the safety impacts associated with each of the four types of lane closures.
机译:随着大城市的扩张和郊区的建立,国家机构面临的一个问题是郊区动脉的交通拥堵加剧,以及沿传统交叉路口的交通量增加带来的安全风险。在1960年代初期,在密歇根州开发并安装了一种新的交叉路口设计,该交叉路口的左转弯被中间的U型转弯车道(MUT)取代。这项研究的重点是在城市和郊区林荫大道上出现中位掉头(MUT)的走廊的安全性能。分析分两个阶段进行:分别开发了第一个模型,以通过检查碰撞频率和类型,跨各个MUT,在交叉路口以及沿MUT所在的路段评估安全性能。随后,进行汇总级别分析以评估特定交叉口/ MUT组合的安全性能。第二阶段的重点是开发模型,以检查跨越交叉口两侧(包括上游和下游MUT)的站点。将这些站点与允许传统左转的示例站点进行比较。最终,结果为考虑安装此类替代交叉路口的机构提供了指导。;此外,高速公路沿线的工作区项目存在安全风险,这是提供机动性的重要设施。工作区的存在通常会给道路使用者带来流动性和安全影响。最大限度地减少与工作区相关的不利影响已成为公路部门的首要任务。这项研究将估算考虑高速公路几何形状和交通状况以及各种临时交通控制策略(如车道移位,路肩封闭和车道封闭)的SPF。针对工作区的持续时间和长度开发了碰撞修正因子。此外,研究结果还提供了与四种车道封闭类型相关的安全影响的见解。

著录项

  • 作者

    Rista, Emira.;

  • 作者单位

    Iowa State University.;

  • 授予单位 Iowa State University.;
  • 学科 Civil engineering.;Transportation.
  • 学位 Ph.D.
  • 年度 2017
  • 页码 101 p.
  • 总页数 101
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

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