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Driver speed selection on high-speed two-lane highways: Comparing speed profiles between uniform and differential speed limits

机译:高速双车道高速公路上的驾驶员速度选择:均匀和差速限制之间的速度剖面

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Objective: Although a considerable amount of prior research has investigated the impacts of speed limits on traffic safety and operations, much of this research, and nearly all of the research related to differential speed limits, has been specific to limited access freeways. The unique safety and operational issues on highways without access control create difficulty relating the conclusions from prior freeway-related speed limit research to 2-lane highways, particularly research on differential limits due to passing limitations and subsequent queuing. Therefore, the objective of this study was to assess differences in driver speed selection with respect to the posted speed limit on rural 2-lane highways, with a particular emphasis on the differences between uniform and differential speed limits.Methods: Data were collected from nearly 59,000 vehicles across 320 sites in Montana and 4 neighboring states. Differences in mean speeds, 85th percentile speeds, and the standard deviation in speeds for free-flowing vehicles were examined across these sites using ordinary least squares regression models.Results: Ultimately, the results of the analysis show that the mean speed, 85th percentile speed, and variability in travel speeds for free-flowing vehicles on 2-lane highways are generally lower at locations with uniform 65 mph speed limits, compared to locations with differential limits of 70 mph for cars and 60 mph for trucks.Conclusions: In addition to posted speed limits, several site characteristics were shown to influence speed selection including shoulder widths, frequency of horizontal curves, percentage of the segment that included no passing zones, and hourly volumes. Differences in vehicle speed characteristics were also observed between states, indicating that speed selection may also be influenced by local factors, such as driver population or enforcement.
机译:目的:虽然有大量的先前研究已经调查了速度限制对交通安全和运营的影响,但这项研究的大部分以及几乎所有与差分速度限制有关的研究都是特定于有限的通道高速公路。没有访问控制的高速公路的独特安全和运营问题创造了与现有高速公路相关的速度限制研究的结论有难以与2车道高速公路,特别是由于通过限制和随后的排队而研究差分限制。因此,本研究的目的是评估关于农村2车道高速公路的速度限制的驾驶员速度选择的差异,特别强调均匀和差速器速度限制之间的差异。方法:从几乎收集数据蒙大拿州和4个邻国320个网站的59,000辆。使用普通最小二乘回归模型在这些网站上检查了均匀速度,第85百分位数和自由流动车辆速度的标准偏差的差异。结果:最终,分析结果表明平均速度,85百分位速度并且在2巷高速公路上的自由流动车辆的旅行速度的可变性通常在具有均匀的65英里/小时的速度限制的位置较低,而具有70英里每小时的汽车和60英里/小时的卡车的位置.Conclusions:除了发布速度限制,显示了几个站点特征来影响速度选择,包括肩宽,水平曲线的频率,包括没有通过区域的段的百分比,以及每小时卷。在状态之间也观察到车速特性的差异,表明速度选择也可能受到当地因素的影响,例如驾驶员人口或执法。

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