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- W331363158 abstract "Interface bonding between hot-mix asphalt (HMA) overlays and Portland Cement Concrete (PCC) pavements is one of the most significant factors affecting overlay service life. The quality of tack coat and its application rate have long been postulated as primary factors in overlay performance. However, a laboratory test or field validated study did not exist to quantify the effects of these factors. Therefore, the aims of this study were to conduct laboratory testing to optimize the tack coat application rate and validate the laboratory results using accelerated pavement testing. Laboratory direct shear tests were performed on specimens prepared with field extracted PCC cores and laboratory compacted HMA. The laboratory investigation was validated by conducting accelerated full-scale testing at the University of Illinois Advanced Transportation Research and Engineering Lab. Two types of tack coats were applied to the test sections: SS-1hP and RC-70; each at 3 residual rates (0.09, 0.18, and 0.41 L/m2). The HMA overlay thickness was 57 mm. In total, 24 various sections were included in the full-scale testing. Test sections were loaded by the Accelerated Transportation Loading Assembly at the centerline. The tensile strains at the bottom of HMA, to quantify potential interface slippage, were measured for selective sections. In addition, primary HMA rutting was analyzed. The study concluded that SS-1hP provided better interface shear strength than RC-70. Additionally, the optimum residual tack coat application rate was determined to be 0.18 L/m2 based on the field validated laboratory testing results." @default.
- W331363158 created "2016-06-24" @default.
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- W331363158 date "2008-01-01" @default.
- W331363158 modified "2023-09-24" @default.
- W331363158 title "Tack Coat Type and Application Rate Optimization to Enhance HMA Overlay-PCC Interface Bonding: Laboratory and APT Testing" @default.
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