Abstract

AbstractIn recent years, many studies have dealt with the inadequacy of the current Superpave performance grading (PG) specification for accurately capturing the performance properties of modified binders. An alternative binder testing mode that has gained much attention in recent years is the repeated creep and recovery (RCR) test, and more specifically, the multiple stress creep and recovery (MSCR) test. As with any new test procedure, a number of concerns and questions remain with regards to interpretation of results in terms of performance and sufficiency of the number of cycles and stress levels used, as well as representative temperature and stress levels to be used. This paper investigates the aforementioned issues using a set of modified and unmodified binders. The results show that the standard 10 cycles per stress level are not sufficient to reach a stable steady-state creep behavior for modified binders, thus the addition of 20 conditioning cycles are recommended, for a total of 30 cycles for e...

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