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ASTM D6373-07e1

Historical Revision

Standard Specification for Performance-Graded Asphalt Binder

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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 25°C, see Specification D 946. For asphalt cements graded by viscosity at 60°C see Specification D 3381.

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


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.


SDO ASTM: ASTM International
Document Number D6373
Publication Date Aug. 1, 2007
Language en - English
Page Count 5
Revision Level 07e1
Supercedes
Committee D04.40
Publish Date Document Id Type View
July 1, 2023 D6373-23 Revision
June 15, 2021 D6373-21A Revision
Feb. 1, 2021 D6373-21 Revision
Sept. 1, 2016 D6373-16 Revision
Jan. 1, 2015 D6373-15 Revision
June 1, 2013 D6373-13 Revision
Aug. 1, 2007 D6373-07E01 Revision
Aug. 1, 2007 D6373-07 Revision
Feb. 10, 1999 D6373-99 Revision