Civil Engineering Association

AS 1012.3-1998 Methods of testing concrete - Determination of properties related to the consistency of concrete

This Standard sets out the method for determining the slump of concrete, when the nominal size of aggregate does not exceed 40 mm.
NOTE: This Standard may involve hazardous materials, operations, and equipment. This Standard does not purport to address all of the safety problems associated with its use. It is the responsibility of the user of this Standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.

Code:
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AS 1012.3-1998 Methods of testing concrete - Determination of properties related to the consistency of concrete

This Standard sets out the method for determining the compacting factor of concrete, when the nominal size of aggregate does not exceed 40 mm.
NOTE: This Standard may involve hazardous materials, operations, and equipment. This Standard does not purport to address all of the safety problems associated with its use. It is the responsibility of the user of this Standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.

Code:
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AS 1012.3.3-1998 Methods of testing concrete - Determination of properties related to the consistency of concrete - Vebe test

This Standard sets out the method for determining the vebe value of concrete, when the nominal size of aggregate does not exceed 40 mm.
NOTE: This Standard may involve hazardous materials, operations, and equipment. This Standard does not purport to address all of the safety problems associated with its use. It is the responsibility of the user of this Standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.

Code:
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AS 1012.3.4-1998 Methods of testing concrete - Determination of properties related to the consistency of concrete - Compactibility index

This Standard sets out the method for determining the compactibility index, for concrete, where the expected slump is less than 10 mm and the nominal size of aggregate does not exceed 40 mm.
NOTE: This Standard may involve hazardous materials, operations, and equipment. This Standard does not purport to address all of the safety problems associated with its use. It is the responsibility of the user of this Standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.

Code:
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