ASTM-D6626 › Historical Revision Information
Standard Specification for Performance Graded Trinidad Lake Modified Asphalt Binder
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This specification covers the standards for graded Trinidad Lake modified asphalt binders. Grading is related to the average seven-day maximum pavement design temperature, the intermediate pavement design temperature, and the minimum pavement design temperature. The Trinidad Lake modified asphalt binder shall be prepared by adding the Trinidad Lake asphalt modifier to base asphalt produced from the refining of petroleum crude. The base asphalt binder shall be homogenous, and free from water or any deleterious materials.
Scope
1.1 This specification covers performance graded Trinidad Lake modified asphalt binders. Grading designations are related to the average seven-day maximum pavement design temperature, °C, the intermediate pavement design temperature, °C, and minimum pavement design temperature, °C.
1.2 The values stated in SI units are to be regarded as standard. No other units of measurement are included in this standard.
Keywords
asphalt binder; asphalt cement; direct tension; flash point; graded specifications; modifier; pressure aging; rheology; Trinidad lake asphalt;
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-D6626-15
Revision Level
2015 EDITION
Status
Superseded
Modification Type
Revision
Publication Date
Jan. 15, 2016
Document Type
Specification
Page Count
3 pages
Committee Number
D04.40