Creep compliance and percent recovery of Oklahoma certified binder using the multiple stress recovery (MSCR) method.
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2015-04-01
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Abstract:A laboratory study was conducted to develop guidelines for the Multiple Stress Creep Recovery ; (MSCR) test method for local conditions prevailing in Oklahoma. The study consisted of ; commonly used binders in Oklahoma, namely PG 64-22, PG 70-28, and PG 76-28. The testing ; program also included binders recovered from four reclaimed asphalt pavement (RAP) samples ; and Sasobit® ; -modified virgin binders. Non-Recoverable Creep Compliance (Jnr) and MSCR ; %Recovery, obtained from the MSCR test data, were analyzed for the MSCR grading. In ; addition, the Asphalt Institute (AI) recommended Polymer and Quadrant methods were followed ; in interpreting the test data. Analyses of test results showed that the AASHTO T 350 and ; AASHTO T 332 recommended Jnr criteria could be followed in the MSCR-based grading for ; conditions prevailing in Oklahoma. It was observed that 97% of the tested polymer-modified ; binders met the Asphalt Institute (AI) recommended minimum %Recovery and stress sensitivity. ; Acceptable %Recovery limits are proposed for both PG 70-28 and PG 76-28 binders without ; penalizing a significant number of suppliers or users. It was also found that an addition of 3% ; Sasobit® ; would reduce the rut depth by half compared to other binders. It is expected that these ; guidelines will assist ODOT in a successful transition to the latest MSCR specifications for ; binders.
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Main Document Checksum:urn:sha-512:63d0c0120607ea5f497aca15f7290f4d246cc8d0d4363506b6e4a23351869a9a2bc394ecdd54c07147d0d105e5fa6430a0e264aa209cf4eff3a7c5f22ea364d3