ASTM-D6373 › Historical Revision Information
Standard Specification for Performance Graded Asphalt Binder
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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. Asphalt binder shall be prepared by the refining of crude petroleum by suitable methods, with or without the addition of modifiers, which may be any organic material of suitable manufacture that is used in virgin or recycled condition, and that is dissolved, dispersed or reacted in asphalt cement to enhance its performance. This specification incorporates an aid for determining the critical low cracking temperature using a combination of test procedures.
Scope
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
Note 1—For asphalt cements graded by penetration at 25°C, see Specification D 946
Note 2—AASHTO R 29
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)
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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Document Number
ASTM-D6373-07e1
Revision Level
2007(E1) EDITION
Status
Superseded
Modification Type
Editorial Review Board change
Publication Date
Feb. 1, 2008
Document Type
Specification
Page Count
5 pages
Committee Number
D04.40