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About This Item

 

Full Description

This Standard sets out a method for determining the California Bearing Ratio (CBR) of a soil when compacted and tested in the laboratory. The CBR value is measured on the fraction of material passing the 19mm sieve. This Standard is not applicable to materials with more than 20% retained on the 19mm sieve.
 

Document History

  1. AS 1289.6.1.1:2014 Amd 1:2017


    Methods of testing soils for engineering purposes, Method 6.1.1: Soil strength and consolidation tests - Determination of the California Bearing Ratio of a soil - Standard laboratory method for a remoulded specimen

    • Historical Version
  2. AS 1289.6.1.1:2014

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    Methods of testing soils for engineering purposes, Method 6.1.1: Soil strength and consolidation tests - Determination of the California Bearing Ratio of a soil - Standard laboratory method for a remoulded specimen

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  3. AS 1289.6.1.1-1998


    Methods of testing soils for engineering purposes, Method 6.1.1: Soil strength and consolidation tests - Determination of the California Bearing Ratio of a soil - Standard laboratory method for a remoulded specimen

    • Historical Version
  4. AS 1289.F1.1-1977


    Methods of testing soil for engineering purposes - Part F - Soil strength and consolidation tests - Determination of the California bearing ratio of a soil - Standard laboratory method for a remoulded specimen

    • Historical Version
  5. AS A89-1966


    Methods of testing soils for engineering purposes

    • Historical Version
 

Amendments, rulings, supplements, and errata

  1. AS 1289.6.1.1:2014 Amd 1:2017

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    Methods of testing soils for engineering purposes, Method 6.1.1: Soil strength and consolidation tests - Determination of the California Bearing Ratio of a soil - Standard laboratory method for a remoulded specimen