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- W3144328220 abstract "Several variables may affect the low temperature cracking resistance of asphalt concrete mixtures. These include asphalt cement and aggregate type, air voids content, degree of aging, and interactions between these variables. The thermal stress restrained specimen test (TSRST) has been developed as an accelerated laboratory test to evaluate the thermal cracking resistance of asphalt concrete mixtures. Based on an analysis of over 200 TSRST results, it was observed that asphalt type, aggregate type, degree of aging, and air voids content have a substantial influence on the low temperature cracking resistance of asphalt concrete mixtures. Fracture temperature was strongly dependent on asphalt type and degree of aging, and less dependent on aggregate type and air voids content. Fracture strength was highly dependent on air voids content and aggregate type, and less dependent on asphalt type and degree of aging. That is, asphalt type, aggregate type, degree of aging, and air voids content were identified as significant factors relating to the low temperature cracking characteristics of asphalt concrete mixtures. Interactions between variables (asphalt type, aggregate type and degree of aging) are not significant factors to the low temperature cracking characteristics of asphalt concrete mixtures. Fracture temperature showed good agreement with SHRP low temperature asphalt cement index test results, namely, the limiting stiffness temperature, the m-value, and the ultimate strain at failure. The penetration of asphalt cement at can be a good indicator of the low temperature performance of asphalt concrete mixtures." @default.
- W3144328220 created "2021-04-13" @default.
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- W3144328220 date "1996-01-01" @default.
- W3144328220 modified "2023-09-24" @default.
- W3144328220 title "Assessment of Low Temperature Cracking Characteristics of Asphalt Concrete Mixtures using Thermal Stress Restrained Specimen Test (TSRST)" @default.
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