AASHTO MP 19-10

This specification covers asphalt binders graded by performance using the multiple stress creep recovery (MSCR) test. Grading designations are related to the average seven-day maximum pavement design temperature, minimum pavement design temperature, and traffic loading.This specification incorporates TP 70 for determining non-recoverable creep compliance, Jnr. S, H, V, or E grades must be specified for standard, high, very high, or extremely high traffic loading, respectively.Note 1 - For asphalt cements graded by viscosity at 60C, see M 226.Note 2 - For Performance-Graded Asphalt Binder, see M 320.