ASTM D 1188/D1188M : 2022
Current
The latest, up-to-date edition.
Standard Test Method for Bulk Specific Gravity and Density of Compacted Asphalt Mixtures Using Coated Samples
Hardcopy , PDF
English
22-06-2022
Committee |
D 04
|
DocumentType |
Test Method
|
Pages |
4
|
PublisherName |
American Society for Testing and Materials
|
Status |
Current
|
Supersedes |
1.1This test method covers the determination of bulk specific gravity of specimens of Parafilm-coated, compacted asphalt mixtures.
1.2This method should be used with samples that contain open or interconnecting voids or absorb more than 2.0 % of water by volume, or both.
Note 1:A method for calculating the percent water absorbed by the specimen on a volume basis is described in Test Method D2726/D2726M.
1.3The bulk specific gravity of the compacted asphalt mixtures may be used in calculating the unit weight of the mixture.
1.4The values stated in either SI units or inch-pound units are to be regarded separately as standard. The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other. Combining values from the two systems may result in nonconformance with the standard.
1.5The text of this standard references notes and footnotes which provide explanatory material. These notes and footnotes (excluding those in tables and figures) shall not be considered as requirements of the standard.
1.6This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety, health, and environmental practices and determine the applicability of regulatory limitations prior to use.
1.7This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.
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