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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 aged according to T 240 (RTFO).
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.
he values stated in SI units are to be regarded as the standard.
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
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
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Standard Method of Test for Multiple Stress Creep Recovery (MSCR) Test of Asphalt Binder Using a Dynamic Shear Rheometer (DSR)- Historical Version