This specification covers asphalt binders graded by performance. Grading designations are related to the average seven-day maximum pavement design temperature and the minimum pavement design temperature. This specification contains Table 1 and Table 2. If no table is specified, the default is Table 1.
Table 2 incorporates AASHTO R 49 for determining the critical low cracking temperature using a combination of AASHTO T 313 and T 314 test procedures.
For asphalt cements graded by viscosity at 60??C, see AASHTO M 226.
AASHTO R 29 provides information for determining the performance grade of an asphalt binder.
For specifying performance-graded asphalt binder using Multiple Stress Creep Recovery (MSCR), see AASHTO M 332.
- Published:
- 2017
- Number of Pages:
- 8
- File Size:
- 1 file , 1.5 MB
- Product Code(s):
- M320-17-UL, M320-17-UL, M320-17-UL
- Note:
- This product is unavailable in Ukraine, Russia, Belarus
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