Methods of testing soils for engineering purposes Soil compaction and density tests - Determination of the minimum and maximum dry density of a cohesionless material - Standard method
Standards Australia
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RECONFIRMATION NOTICE
Technical Committee CE-009 has reviewed the content of this publication and in accordance with Standards Australia procedures for reconfirmation, it has been determined that the publication is still valid and does not require change.
Certain documents referenced in the publication may have been amended since the original date of publication. Users are advised to ensure that they are using the latest versions of such documents as appropriate, unless advised otherwise in this Reconfirmation Notice.
Approved for reconfirmation in accordance with Standards Australia procedures for reconfirmation on 17 December 2015.
The following are represented on Technical Committee CE-009:
Association of Geotechnical Testing Authorities (Qld)
Australian Building Codes Board
Australian Chamber of Commerce and Industry
Australian Geomechanics Society
Australian Stabilisation Industry Association
AUSTROADS
Cement Concrete & Aggregates Australia – Aggregates
Engineering & Construction Laboratories Association
Engineers Australia
National Association of Testing Authorities Australia
The University of Melbourne
The University of Sydney
Victorian Construction Materials Laboratories Association
This method covers the determination of the minimum and maximum dry density of a cohesionless material, using loose pouring to obtain the minimum dry density and vibratory compaction to obtain the maximum dry density (see Notes 1 and 2).
| Document Type | Standard |
| Status | Current |
| Publisher | Standards Australia |
| ProductNote | Reconfirmed 27/05/2016. This standard has been reconfirmed in Australia in 2016 and remains current in New Zealand. Reconfirmation Notice 27/05/2016 |
| Committee | CE-009 |
| Supersedes |
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