ASTM-D6626 › Historical Revision Information
Standard Specification for Performance Graded Trinidad Lake Modified Asphalt Binder

ASTM-D6626 - 2009 EDITION - SUPERSEDED
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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.

ORDER

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; Asphalt binder--specifications; Asphalt cements--specifications; Graded Trinidad lake-modified asphalt binder; Pavement surfaces--specifications; Rheology/rheological properties; Trinidad lake asphalt; 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-D6626-09

Revision Level

2009 EDITION

Status

Superseded

Modification Type

Revision with Title Change

Publication Date

July 15, 2009

Document Type

Specification

Page Count

3 pages

Committee Number

D04.40