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AASHTO M 320-05

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This specification covers asphalt binders graded by performance. Grading designations are related to the average seven-day maximum pavement design and minimum pavement design temperatures. Table 2 incorporates AASHTO PP42 for determining the critical low cracking temperature using a combination of AASHTO T 313 and T 314 test procedures. If no table is specified, the default is Table 1.For asphalt cements graded by penetration at 25°C, see AASHTO M 20. 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.

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