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Analysis of driver speeds and comfort on horizontal curves in New Brunswick.

机译:在新不伦瑞克省的水平弯道上分析驾驶员的速度和舒适性。

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摘要

There are many roadways, often in rural areas, where existing horizontal curves fail to meet minimum geometric design standards for financial or geographic reasons. Posted advisory speeds, set with a ball-bank indicator, are used on these curves to provide valuable information to drivers on what a comfortable speed would be to drive around the curve. The tolerance levels used in conjunction with the ball-bank indicator vary considerably between jurisdictions and many still base their thresholds on studies dating back to the 1930s.;Research recommendations have addressed short-term goals of updating ball-bank indicator threshold levels used for signing to levels that better represent driver behaviour and updating design guide side friction factors to match American design standards, which better reflect driver behaviour. Long-term recommendations addressed undertaking similar studies across Canada to compare driver behaviour between provinces and also the development of uniform signing standards across Canada so that driver expectation will not be violated between jurisdictions.;This study has investigated present-day ball-bank indicator tolerance levels by analyzing actual driver behaviour on 30 curves posted with advisory speeds in New Brunswick. The results indicated that drivers are accepting more discomfort as they navigate curves than is currently assumed which may justify raising the ball-bank indicator threshold levels used for posting advisory speeds. Very low compliance rates were found with posted advisory speeds at the studied sites. Consistency problems between actual posted advisory speeds and policy guidelines as well as between policy guidelines of neighbouring jurisdictions have also been identified. In addition to tolerable ball-bank levels, side friction factors demanded by drivers in New Brunswick were computed using the basic curve equation and found to be well in excess of side friction factors currently being assumed for design.
机译:许多公路通常在农村地区,由于财务或地理原因,现有的水平曲线无法满足最低几何设计标准。在这些弯道上使用设置有滚珠指示器的已发布咨询速度,以向驾驶员提供有价值的信息,以了解在弯道周围行驶时将有多少舒适的速度。与球库指标一起使用的容忍度水平在不同司法管辖区之间存在很大差异,许多阈值仍然基于可追溯到1930年代的研究。;研究建议已解决了更新用于签署的球库指标阈值水平的短期目标达到可以更好地反映驾驶员行为的水平,并更新设计指南的侧向摩擦系数以匹配美国设计标准,从而更好地反映驾驶员的行为。长期建议涉及在加拿大进行相似的研究,以比较各省之间的驾驶员行为,以及在加拿大范围内制定统一的签署标准,以使各辖区之间的驾驶员期望不会受到侵犯。通过分析新不伦瑞克省(New Brunswick)上以咨询速度发布的30条弯道上的实际驾驶员行为来达到水平。结果表明,驾驶员在驾驶曲线时比目前所认为的要承受更多的不适感,这可能有理由提高用于发布咨询速度的排球指示器阈值水平。在所研究的站点中,通过公告的咨询速度发现遵从率非常低。还确定了实际发布的咨询速度与政策指南之间以及相邻辖区的政策指南之间的一致性问题。除了可容忍的排球水平外,新不伦瑞克省的驾驶员要求的侧向摩擦系数还使用基本曲线方程式进行了计算,发现远远超出了目前设计中假定的侧向摩擦系数。

著录项

  • 作者

    Lewis, Jonathan B.;

  • 作者单位

    University of New Brunswick (Canada).;

  • 授予单位 University of New Brunswick (Canada).;
  • 学科 Engineering Automotive.;Engineering Civil.
  • 学位 M.Sc.E.
  • 年度 2009
  • 页码 187 p.
  • 总页数 187
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

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