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Scope

1.1 This specification covers graded Trinidad Lake modified asphalt binders. Grading designations are related to the average seven-day maximum pavement design temperature, ^oC, the intermediate pavement design temperature, ^oC, and minimum pavement design temperature, C.

Note 1--For asphalt cements graded by penetration at 25 ^oC, see Specification D946. For asphalt cements graded by viscosity at 60 ^oC, see Specification D3381.

Note 2--AASHTO Guide PP5 provides information on the evaluation of modified asphalt binders.

1.2 The values stated in SI units are to be regarded as standard.

Keywords

asphalt binder; asphalt cement; direct tension; flash point; graded specifications; modifier; pressure aging; rheology; ICS Number Code 93.080.20 (Road construction materials)

To find similar documents by ASTM Volume:

04.03 (Road and Paving Materials; Vehicle-Pavement Systems)

To find similar documents by classification:

93.080.20 (Road construction materials Including asphalts, road pavements, etc.)

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