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About This Item
Full Description
Note 1 - The majority of the development work on this test method was performed on material conditioned according to T 240 (RTFO). The test may be run on unaged binder or on residue from R 28 (Pressure Aging Vessel). However, the performance relationship of results from aging conditions other than T 240 are yet to be developed.
The percent recovery value is intended to provide a means for determining the elastic response and stress dependence of polymer modified and unmodified asphalt binders.
Document History
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AASHTO T 350-19 (2023)
Standard Method of Test for Multiple Stress Creep Recovery (MSCR) Test of Asphalt Binder Using a Dynamic Shear Rheometer (DSR)- Most Recent
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AASHTO T 350-14 (2018)
Standard Method of Test for Multiple Stress Creep Recovery (MSCR) Test of Asphalt Binder Using a Dynamic Shear Rheometer (DSR)- Historical Version
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AASHTO TP 70-13
Standard Method of Test for Multiple Stress Creep Recovery (MSCR) Test of Asphalt Binder Using a Dynamic Shear Rheometer (DSR)- Historical Version
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AASHTO TP 70-12
viewing
Standard Method of Test for Multiple Stress Creep Recovery (MSCR) Test of Asphalt Binder Using a Dynamic Shear Rheometer (DSR)- Historical Version
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AASHTO TP 70-10
Standard Method of Test for Multiple Stress Creep Recovery (MSCR) Test of Asphalt Binder Using a Dynamic Shear Rheometer (DSR)- Historical Version
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AASHTO TP 70-09
Standard Method of Test for Multiple Stress Creep Recovery (MSCR) Test of Asphalt Binder Using a Dynamic Shear Rheometer (DSR)- Historical Version