Evaluation of three nondestructive testing techniques for quality assessment of asphalt pavements

被引:12
作者
Lin, Shibin [1 ]
Ashlock, Jeramy [2 ]
Williams, R. Christopher [2 ]
Lee, Hosin David [3 ]
Wang, Yujin [4 ]
机构
[1] Rutgers State Univ, Ctr Adv Infrastruct & Transportat, Piscataway, NJ USA
[2] Iowa State Univ, Dept Civil Construct & Environm Engn, Ames, IA USA
[3] Univ Iowa, Dept Civil & Environm Engn, Iowa City, IA 52242 USA
[4] Harbin Inst Technol, Sch Civil Engn, Harbin, Heilongjiang, Peoples R China
关键词
Nondestructive testing; asphalt pavements; density; stiffness; modulus; DYNAMIC MODULUS;
D O I
10.1080/10589759.2018.1484921
中图分类号
TB3 [工程材料学];
学科分类号
0805 ; 080502 ;
摘要
This study evaluates three nondestructive testing (NDT) techniques for quality assessment of asphalt pavements. The three NDT techniques examined include an electromagnetic density gauge, a dynamic stiffness gauge, and geophysical surface wave tests for measuring modulus. In-situ NDT tests were carried out for four representative paving projects covering a range of asphalt mixes and traffic loads, and cores were extracted at the centre of each NDT testing location for laboratory measurement of density and modulus. A comprehensive correlation analysis was carried out to examine the performance of each NDT method for quantifying the quality of the asphalt pavements. The in-situ density had a low correlation with the laboratory density and was not sensitive to variations in temperature and asphalt mix type. The in-situ stiffness measured on the asphalt mixtures several hours after paving had a high correlation with the in-situ dynamic modulus and laboratory density, and is therefore recommended as a quantitative property for quality control. Among the three NDT measurements, the in-situ modulus was most sensitive to variations in temperature and asphalt mix type. After correction for temperature effects, the corrected modulus is recommended as a quantitative property for quality assurance.
引用
收藏
页码:361 / 375
页数:15
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