ASTM D6373-07e1

1.1 This specification covers asphalt binders graded by performance. Grading designations are related to the average seven-day maximum pavement design temperature, and minimum pavement design temperature. This specification contains Table 1 and Table 2. Table 2 incorporates Practice D 6816 for determining the critical low cracking temperature using a combination of Test Method D 6648 and Test Method D 6723 test procedures. If no table is specified, the default is Table 1.

Note 1 - For asphalt cements graded by penetration at 25C, see Specification D 946. For asphalt cements graded by viscosity at 60C see Specification D 3381.

Note 2 - AASHTO R 29 provides non-mandatory information for determining the performance grade of an asphalt binder.



Keywords: asphalt binder; asphalt cement; direct tension; flash point; modifier; performance specifications; pressure aging; rheology; Asphalt binder--specifications; Asphalt paving mixtures--specifications; Pavement surfaces--specifications; Performance--paving materials/applications; ICS Number Code 93.080.20 (Road construction materials)