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Threshold Values of Performance Indicators for Asphalt Concrete Pavement to Apply to Pavement Performance Warranty

机译:沥青混凝土路面性能指标的阈值应用于路面性能保证

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摘要

The performance warranty system is quite innovative in requiring a contractor's warranty for pavement performance over a certain period of time. European countries adopted performance warranty systems about 40 years ago. The United States adopted this system in the early 1990s to improve construction quality and performance, as well as to reduce life cycle cost. In Korea, for the purpose of resolving construction management and quality control problems and poor construction, the performance warranty system is considered as part of the solution. The appropriate performance indicators, reasonable threshold values, and warranty periods have to be selected in order to adopt a performance warranty system that requires keeping the pavement performance above a certain level of satisfaction for the warranty period. For this reason, structural, functional, and safety performance were defined first, and then rut depth, roughness, and crack ratio were selected as performance warranty indicators. For the purpose of suggesting performance warranty threshold values that reflect domestic circumstances, pavement management system data were surveyed, a special project was conducted, and a total of 888 sample sections were analyzed. A threshold level at 95 % of each indicator's distress was determined for the threshold value; this prevents the worst 5 % of poor performance cases. A 14-mm rut depth, 3.6 m/km International Roughness Index, and 20 % crack ratio for five years were selected as threshold values. To avoid early deterioration of pavement, three- to five-year warranty periods are suggested.
机译:性能保修系统在要求承包商在一定时间内对路面性能进行保修方面具有相当大的创新性。欧洲国家大约在40年前采用了性能保证系统。美国在1990年代初采用了该系统,以提高建筑质量和性能,并降低生命周期成本。在韩国,为了解决施工管理和质量控制问题以及不良的施工,性能保证体系被视为解决方案的一部分。为了采用性能保修系统,必须选择适当的性能指标,合理的阈值和保修期限,该系统要求在保修期内使路面性能保持在一定的满意水平之上。因此,首先定义结构,功能和安全性能,然后选择车辙深度,粗糙度和裂纹率作为性能保证指标。为了建议反映国内情况的性能保证阈值,对路面管理系统数据进行了调查,并进行了一项特殊的项目,并对总共888个样本部分进行了分析。确定了每个指标苦恼的95%的阈值;这样可以防止在性能不佳的情况下出现最坏的5%的情况。选择14毫米的车辙深度,3.6 m / km的国际粗糙度指数和五年的20%裂纹率作为阈值。为避免人行道过早恶化,建议保修期为三年到五年。

著录项

  • 来源
    《Journal of testing and evaluation》 |2014年第5期|1203-1212|共10页
  • 作者单位

    Highway Research Division, Korea Institute of Construction Technology, 283 Goyangdae-Ro Ilsanseo-Gu, Goyang-Si Gyeonggi-Do 411-712, Republic of Korea;

    Highway Research Division, Korea Institute of Construction Technology, 283 Goyangdae-Ro Ilsanseo-Gu, Goyang-Si Gyeonggi-Do 411-712, Republic of Korea;

    Highway Research Division, Korea Institute of Construction Technology, 283 Goyangdae-Ro Ilsanseo-Gu, Goyang-Si Gyeonggi-Do 411-712, Republic of Korea;

    Dept. of Transportation Engineering, Hanyang Univ., 1271, Sa 1-dong, Ansan-si, Gyeonggi-do 426-791, Republic of Korea;

    Dept. of Civil Engineering, Chonbuk National Univ., 664-14 Deokjin-Dong, Jeonju-City, Jeonbuk, 561-756, Republic of Korea;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    performance warranty; rut depth; crack ratio; roughness;

    机译:性能保证;车辙深度裂纹率粗糙度;

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