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An analysis of traffic sign performance for the establishment of a maintenance plan.

机译:分析交通标志的性能,以制定维护计划。

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摘要

Since the establishment of the first minimum retroreflectivity levels in 1993, agencies and researchers have focused on determining the service life of different sheeting type and color combinations. While deterioration curves and measured retroreflectivity are viable methods for maintaining retroreflectivity compliance, they do not ensure the ability of the traffic sign to convey its intended message. Retroreflectivity efficiency only ensures visibility but does not properly describe the legibility of the sign. Therefore, while agencies across the nation are developing and implementing traffic sign maintenance plans, the emphasis should not be solely placed on visibility.;In order to evaluate the performance of UDOT's traffic signs, a sample sign population was collected across all four of UDOT's maintenance regions. Analysis on this sample set not only determined the current rate of compliance, but it also identified several issues seen throughout the population. Signs under UDOT's jurisdiction are four times more likely to have substantial damage to the sign face than to fail to meet the minimum retroreflectivity levels. Analysis was conducted on determining contributing factors damage rates and it was determined that precipitation, elevation, seasonal temperature swing, and exposure of the sign all contributed to higher rates of damage. Additional analysis was conducted on determining the service life of different type and sheeting combinations. Hindered by the lack of known installation information, the analysis only identified service life as a significant contributor to sheeting deterioration.;Since the majority of new sign installations are prismatic sheeting, the recommended maintenance plan needs to reflect the performance characteristics of this sheeting while continuing to manage the existing sign population. With the combination of UDOT's current sign knowledge and the sheeting deterioration and damage analysis conducted in this thesis, the feasibility of the five preapproved FHWA methods is discussed. This report concludes with the recommendation of a visual nighttime inspection method due to this method's ability to assess both the visibility and legibility of traffic signs. This will ensure that UDOT maintains compliance with the retroreflectivity mandate, while improving safety for motorists.
机译:自从1993年建立第一个最小逆向反射率水平以来,代理商和研究人员一直致力于确定不同类型和颜色组合的使用寿命。尽管劣化曲线和测得的逆向反射率是保持逆向反射率合规性的可行方法,但它们不能确保交通标志传达其预期信息的能力。逆向反射效率仅能确保可见性,而不能正确描述标牌的易读性。因此,尽管全国各地的机构正在制定和实施交通标志维护计划,但重点不应仅放在可见性上;为了评估UDOT交通标志的性能,在UDOT的所有四次维护中都收集了一个抽样标志人群地区。对这个样本集的分析不仅确定了当前的遵从率,而且还确定了整个人群中看到的几个问题。 UDOT管辖范围内的标牌对标牌表面造成实质性损坏的可能性是未达到最低逆反射率水平的四倍。进行了分析以确定损害因素的发生率,并确定降水,海拔,季节性温度波动和标志的暴露都造成了较高的损害率。在确定不同类型和薄片组合的使用寿命方面进行了进一步分析。由于缺乏已知的安装信息,该分析仅将使用寿命确定为导致片材劣化的重要因素。由于大多数新的标牌装置是棱柱形片材,因此建议的维护计划需要在继续进行时反映该片材的性能特征管理现有的标志人口。结合UDOT目前的标志知识和本文进行的片材劣化和破坏分析,讨论了五种预先批准的FHWA方法的可行性。由于该方法能够评估交通标志的可见性和易读性,因此本报告最后建议使用视觉夜间检查方法。这将确保UDOT保持对逆反射性指令的遵守,同时提高驾驶者的安全性。

著录项

  • 作者

    Boggs, Wesley Bill.;

  • 作者单位

    Utah State University.;

  • 授予单位 Utah State University.;
  • 学科 Transportation.;Engineering Civil.
  • 学位 M.S.
  • 年度 2012
  • 页码 150 p.
  • 总页数 150
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

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