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Evaluation of the long-term performance of flexible pavements with respect to production and construction quality control indicators

机译:根据生产和施工质量控制指标评估柔性路面的长期性能

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This paper details the process to develop a framework for connecting pavement construction quality control indicators to long-term performance at the network level. The framework relies on creating a relational database using geo-referencing of individual quality data points collected from the Wisconsin Department of Transportation highway construction projects. This paper demonstrates the ability of the developed system to define the statistical correlation between quality during asphalt mix production and surface construction to in-service performance. The different sources of data relating to pavement design, mix production, asphalt concrete placement, quality control measurements, performance surveys were connected to build a holistic geo-relational database. Four types of distresses (transverse, longitudinal, alligator cracking and rutting) were isolated from the performance surveys to be used as performance indicators. The impact of these distresses on the pavement was calculated in the form of a Deterioration Index (DI). The statistical information in this paper showed that the proposed system could identify changes in the mix properties and assess their impacts on the existence and intensity of distresses. The potential correlations of quality indicators and the four distresses were investigated using linear regression analysis. Based on the results, rutting and alligator cracking are found to be sensitive to quality deviation in air voids (Va), voids in mineral aggregate (VMA), and in-place density. More importantly, the approach detailed in this paper provides the needed foundation for quantifying the dependency of pavement performance on quality control indicators. (C) 2019 Elsevier Ltd. All rights reserved.
机译:本文详细介绍了开发框架的过程,该框架将路面施工质量控制指标与网络一级的长期性能联系起来。该框架依靠使用从威斯康星州交通运输部公路建设项目收集的单个质量数据点的地理参考来创建关系数据库。本文展示了开发的系统定义沥青混合料生产过程中的质量与表面施工与使用性能之间统计相关性的能力。连接了与路面设计,混合料生产,沥青混凝土浇筑,质量控制测量,性能调查有关的不同数据源,以建立一个整体的地理关系数据库。从性能调查中分离出四种类型的遇险(横向,纵向,鳄鱼裂纹和车辙),用作性能指标。这些困扰对人行道的影响以劣化指数(DI)的形式计算。本文中的统计信息表明,所提出的系统可以识别混合物性质的变化,并评估其对遇险的存在和强度的影响。使用线性回归分析研究了质量指标与四个困扰之间的潜在相关性。根据结果​​,发现车辙和鳄鱼皮裂纹对空气空隙(Va),矿物骨料中的空隙(VMA)和就地密度的质量偏差敏感。更重要的是,本文详细介绍的方法为量化路面性能对质量控制指标的依赖性提供了必要的基础。 (C)2019 Elsevier Ltd.保留所有权利。

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