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AS 1289.5.4.1-2007 (R2016) Methods of testing soils for engineering purposes Soil compaction and density tests - Compaction control test - Dry density ratio, moisture variation and moisture ratio

Abbreviation
AS 1289.5.4.1-2007 (R2016)
Version
Reconfirmed 27/05/2016
Valid from
31/08/2007

Information provider
SAI Global
Author
Standards Australia
Information type
Australian Standard
Format
PDF, Hard copy


Description

This Standard sets out the method for determining the dry density ratio, moisture variation from optimum moisture content and moisture ratio of a soil at a test site.

It is applicable to material that contains not more than 20% of material, on a wet basis, retained on the 37.5 mm sieve.

For assistance with locating previous versions, please contact the information provider.
View on Information Provider website
For assistance with locating previous versions, please contact the information provider.
This resource is cited by:

AS 1289.5.4.1-2007 (R2016) Methods of testing soils for engineering purposes Soil compaction and density tests - Compaction control test - Dry density ratio, moisture variation and moisture ratio

This document is CITED BY:

AS 1289.5.4.1-2007 (R2016) Methods of testing soils for engineering purposes Soil compaction and density tests - Compaction control test - Dry density ratio, moisture variation and moisture ratio

Description

This Standard sets out the method for determining the dry density ratio, moisture variation from optimum moisture content and moisture ratio of a soil at a test site.

It is applicable to material that contains not more than 20% of material, on a wet basis, retained on the 37.5 mm sieve.

View on Information Provider website
AS 1289.5.4.1-2007 (R2016) Methods of testing soils for engineering purposes Soil compaction and density tests - Compaction control test - Dry density ratio, moisture variation and moisture ratio
Description

This Standard sets out the method for determining the dry density ratio, moisture variation from optimum moisture content and moisture ratio of a soil at a test site.

It is applicable to material that contains not more than 20% of material, on a wet basis, retained on the 37.5 mm sieve.

View on Information Provider website
This resource does not cite any other resources.

AS 1289.5.4.1-2007 (R2016) Methods of testing soils for engineering purposes Soil compaction and density tests - Compaction control test - Dry density ratio, moisture variation and moisture ratio

This resource does not CITE any other resources.
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