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Evaluation of Influence of Production and Construction Quality Control Measures on Asphalt Pavements Long-Term Performance

机译:生产和施工质量控制措施对沥青路面长期性能的影响评估

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This study discusses a methodology for developing a performance-based quality control system for flexible pavement works. The procedure relies on linking measures of quality at production and construction stages of the work with the in-service performance of flexible pavements. For this purpose, different elements of data from flexible pavement sections of 30 Wisconsin projects are compiled in a single relational database to demonstrate the potential of this methodology. From the compiled database, seven projects are selected for the in-depth analysis of the pavement. The effects of production and construction quality variation on performance are investigated in this study by using two performance prediction models that are based on the mechanistic-empirical method and statistical regression method. The prediction results of these models compared with the actual field performance measurements. The falling weight deflectometer (FWD) tests results improved the certainty of this comparison. The study shows the limitations associated with the use of current modeling programs in predicting long-term field performance, particularly in incorporating the quality variations inherent with flexible pavements. The analysis proposes a path to developing performance-based specifications for pavement materials based on understanding the relationship between quality measures and recorded performance of existing pavements. The findings suggest implementing a georeferenced relational database architecture for the Department of Transportations would magnify the impacts of current quality control programs.
机译:这项研究讨论了为柔性路面工程开发基于性能的质量控制系统的方法。该程序依赖于工作在生产和施工阶段的质量措施与柔性路面的在役性能之间的联系。为此,将30个威斯康星州项目的柔性路面部分的不同数据元素汇总到一个关系数据库中,以证明该方法的潜力。从已编译的数据库中,选择了七个项目来对人行道进行深入分析。通过使用基于机械-经验方法和统计回归方法的两个性能预测模型,研究了生产和施工质量变化对性能的影响。这些模型的预测结果与实际现场性能测量结果进行了比较。落锤挠度计(FWD)的测试结果提高了这种比较的确定性。这项研究表明,在预测长期的田间性能方面,与使用当前的建模程序有关的局限性,特别是在结合了柔性路面固有的质量变化方面。该分析为了解基于质量的度量标准与已记录的现有路面性能之间的关系提供了一条开发基于性能的路面材料规范的途径。研究结果表明,为运输部实施地理参考关系数据库体系结构将扩大当前质量控制计划的影响。

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