首页> 外文学位 >A statistical analysis of factors associated with driver-perceived road roughness on urban highways.
【24h】

A statistical analysis of factors associated with driver-perceived road roughness on urban highways.

机译:对城市高速公路上驾驶员感知的路面不平度相关因素的统计分析。

获取原文
获取原文并翻译 | 示例

摘要

This study linked the driving public's perception of road roughness and quantifiable measures of road roughness, along with individual and vehicle characteristics. 56 participants from the general public were placed in normal traffic conditions and asked their opinions about pavement roughness on 40 predetermined highway test segments. Subjective driver evaluations were collected along with other data, such as speed and in-vehicle noise, and matched with driver-specific socio-demographic data and pavement-specific data from the Washington State Department of Transportation (WDOT) and its pavement management system.; Results from a series of statistical analyses and econometric models (including, but not limited to, analysis of variance, regression, ordered and binary probability models with random and fixed effects) indicated that the international roughness index (IRI) is the single best predictor of driver-perceived road roughness and driver acceptability. Pavements with low IRI values generally corresponded with low roughness rankings and high levels of user acceptability. The findings indicate that, while measured IRI levels provide the strongest indication of rankings and acceptability, other factors were also statistically significant. Other factors statistically associated with driver-perceived measures of road roughness included measured IRI, the presence of pavement maintenance, the presence of joints or bridge abutments, the age of the pavement surface, the vehicle type, levels of in-vehicle noise, the speed of vehicle, and the gender and income of the driver.; This study also provided empirical data that can be used to examine the federal IRI acceptability threshold of 170 in/mi (2.7 m/km) recommended by the Federal Highway Administration.
机译:这项研究将驾驶者对道路不平度的感知和道路不平度的量化度量与个人和车辆特征联系在一起。来自普通公众的56名参与者被置于正常的交通状况下,并就40个预定的高速公路测试路段上的路面粗糙度询问了他们的意见。收集了主观的驾驶员评估以及其他数据,例如速度和车内噪音,并与华盛顿州交通部(WDOT)及其路面管理系统的特定于驾驶员的社会人口统计学数据和特定于路面的数据相匹配。 ;一系列统计分析和计量经济学模型(包括但不限于具有随机和固定效应的方差,回归,有序和二元概率模型分析)的结果表明,国际粗糙度指数(IRI)是该指标的唯一最佳预测指标驾驶员感知的道路粗糙度和驾驶员可接受性。具有较低IRI值的路面通常对应于较低的粗糙度等级和较高的用户接受度。调查结果表明,尽管测得的IRI水平提供了最强的排名和可接受性指标,但其他因素也具有统计学意义。在统计上与驾驶员感知的道路不平度相关的其他因素包括IRI的测量,路面维护的存在,连接处或桥台的存在,路面的年龄,车辆类型,车内噪音水平,速度车辆的类型以及驾驶员的性别和收入。这项研究还提供了经验数据,可用于检查联邦公路管理局建议的联邦IRI可接受阈值170 in / mi(2.7 m / km)。

著录项

  • 作者

    Shafizadeh, Kevan R.;

  • 作者单位

    University of Washington.;

  • 授予单位 University of Washington.;
  • 学科 Engineering Civil.
  • 学位 Ph.D.
  • 年度 2002
  • 页码 208 p.
  • 总页数 208
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 建筑科学;
  • 关键词

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号