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Specification and supply of concrete
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Available format(s): Hardcopy, PDF 1 User, PDF 3 Users, PDF 5 Users, PDF 9 Users
Superseded date: 20-03-2023
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Published date: 01-01-1997
Publisher: Standards Australia
1 - AS 1379-1997 SPECIFICATION AND SUPPLY OF CONCRETE4 - PREFACE6 - CONTENTS8 - SECTION 1 SCOPE AND GENERAL8 - 1.1 SCOPE8 - 1.2 REFERENCED DOCUMENTS9 - 1.3 OTHER MATERIALS, PLANT OR METHODS9 - 1.4 DEFINITIONS11 - 1.5 NOTATION12 - 1.6 SPECIFICATION OF CONCRETE12 - 1.6.1 General12 - 1.6.2 Standard strength grades12 - 1.6.3 Normal-class concrete13 - 1.6.4 Special-class concrete13 - 1.7 METHODS OF ORDERING14 - 1.8 BASIS OF SUPPLY14 - 1.8.1 General14 - 1.8.2 Volume of plastic concrete14 - 1.8.3 Identification certificate15 - SECTION 2 CONCRETE MATERIALS AND CONSTITUENT LIMITATIONS15 - 2.1 GENERAL15 - 2.2 CEMENT CONSTITUENTS15 - 2.2.1 Portland cement15 - 2.2.2 Blended cement15 - 2.2.3 Fly ash15 - 2.2.4 Ground slag15 - 2.2.5 Silica fume15 - 2.3 AGGREGATES15 - 2.4 MIXING WATER15 - 2.5 CHEMICAL ADMIXTURES16 - 2.6 BULK STORAGE OF MATERIALS16 - 2.6.1 Cement constituents16 - 2.6.2 Aggregates16 - 2.6.3 Water16 - 2.6.4 Chemical admixtures16 - 2.7 LIMITATIONS ON CHEMICAL CONTENT OF CONCRETE16 - 2.7.1 Chloride content16 - 2.7.2 Sulfate content17 - SECTION 3 PLANT AND EQUIPMENT17 - 3.1 BINS AND SILOS17 - 3.1.1 General17 - 3.1.2 Cement bins or silos17 - 3.1.3 Aggregate bins17 - 3.2 WEIGHING EQUIPMENT17 - 3.2.1 Indicating devices17 - 3.2.2 Accuracy17 - 3.2.3 Weigh-hoppers17 - 3.2.4 Continuous feed weighers18 - 3.3 LIQUID DISPENSING EQUIPMENT18 - 3.3.1 Indicating devices18 - 3.3.2 Accuracy of metering18 - 3.3.3 Maintenance18 - 3.4 MIXERS18 - 3.4.1 General19 - 3.4.2 Batch mixers20 - 3.4.3 Continuous mixers21 - SECTION 4 PRODUCTION AND DELIVERY21 - 4.1 GENERAL21 - 4.1.1 Production processes21 - 4.1.2 Method of measuring quantities of ingredients21 - 4.1.3 Bases for determinations of mass21 - 4.1.4 Method of batching ingredients21 - 4.1.5 Sequence of introduction of materials21 - 4.1.6 Records21 - 4.2 BATCH PRODUCTION21 - 4.2.1 Tolerances on batch ingredients22 - 4.2.2 Batch mixing23 - 4.2.3 Addition of water or admixtures to a mixed batch24 - 4.2.4 Period for completion of discharge24 - 4.3 CONTINUOUS PRODUCTION24 - 4.3.1 Batching24 - 4.3.2 Mixing24 - 4.4 DELIVERY24 - 4.4.1 General24 - 4.4.2 Temperature at point of delivery24 - 4.4.3 Duration of delivery25 - SECTION 5 SAMPLING AND TESTING OF CONCRETE25 - 5.1 GENERAL25 - 5.1.1 Sampling and testing25 - 5.1.2 Grouping of plants25 - 5.1.3 Customer access25 - 5.2 SLUMP25 - 5.2.1 Frequency of testing25 - 5.2.2 Determination of slump26 - 5.2.3 Compliance26 - 5.2.4 Repeat tests for slump26 - 5.3 STRENGTH26 - 5.3.1 28-day characteristic strength26 - 5.3.2 Strength other than 28-day characteristic strength27 - 5.3.3 Compliance27 - 5.3.4 Action to be taken on noncompliance27 - 5.4 AIR CONTENT27 - 5.4.1 Frequency of sampling27 - 5.4.2 Determination of air content27 - 5.4.3 Compliance27 - 5.4.4 Repeat tests for air content28 - 5.5 CHLORIDE AND SULFATE CONTENT28 - 5.5.1 Frequency of sampling28 - 5.5.2 Determination of content28 - 5.5.3 Compliance28 - 5.6 DRYING SHRINKAGE28 - 5.6.1 Drying shrinkage of normal-class concrete28 - 5.6.2 Drying shrinkage of special-class concrete29 - 5.7 7-DAY STRENGTH OF NORMAL-CLASS CONCRETE29 - 5.8 OTHER PARAMETERS30 - SECTION 6 SAMPLING, TESTING AND ASSESSMENT FOR COMPLIANCE OF CONCRETE SPECIFIED BY COMPRESSIVE STRENGTH30 - 6.1 GENERAL REQUIREMENTS30 - 6.2 SAMPLING AND TESTING30 - 6.2.1 General30 - 6.2.2 Sampling30 - 6.2.3 Making and curing of cylinder specimens30 - 6.2.4 Testing of cylinder specimens30 - 6.2.5 Test strength of samples31 - 6.3 PRODUCTION ASSESSMENT31 - 6.3.1 Basic requirements of production control31 - 6.3.2 Grade being assessed32 - 6.3.3 Sampling frequency32 - 6.3.4 Production interval32 - 6.3.5 Standard deviation33 - 6.3.6 Grouping of plants to determine and nc and s33 - 6.3.7 Action on noncompliance34 - 6.3.8 Early age assessment of controlled grades34 - 6.4 RECORDING AND DISSEMINATION OF PRODUCTION ASSESSMENT INFORMATION34 - 6.4.1 Records and reports of test results34 - 6.4.2 Reports for production assessment34 - 6.4.3 Dissemination of production assessment information34 - 6.4.4 Notification of potentially low strength35 - 6.5 PROJECT ASSESSMENT OF STRENGTH GRADE35 - 6.5.1 General35 - 6.5.2 Project assessment for plants subject to production assessment35 - 6.6 ASSESSMENT BY ALTERNATIVE METHODS WITH AN ACCEPTED OPERATING CHARACTERISTIC36 - APPENDIX A - UNIFORMITY OF MIXING36 - A1 GENERAL36 - A2 TEST PROCEDURES36 - A2.1 Mix used for uniformity tests36 - A2.2 Batch mixers36 - A2.3 Continuous mixers36 - A2.4 Sampling procedures37 - A3 DETERMINATION OF PROPERTIES OF PLASTIC CONCRETE SAMPLES37 - A3.1 General37 - A3.2 Slump37 - A3.3 Air content37 - A3.4 Mass per unit volume of the concrete37 - A3.5 Coarse aggregate content37 - A3.6 Mass per unit volume of the air-free mortar37 - A4 COMPLIANCE WITH UNIFORMITY39 - APPENDIX B - GUIDE TO THE SPECIFICATION OF SPECIAL-CLASS CONCRETE
Proposes requirements for specifying normal-class and special-class concrete and for their manufacture, by either the batch or the continuous production method, for supply in the plastic state, to the customer. Gives performance requirements for the materials and plant used in the manufacturing process, including accuracy of measuring and batch equipment. Criteria for compliance with specified plastic and hardened state properties are also given, together with references to standard methods of testing for these and methods of assessment for compliance with compressive strength criteria. The Appendices cover information to be supplied when specifying special class concrete and methods for determining an acceptable degree of mixing uniformity in different types of mixers.
This Standard sets out the minimum requirements for-(a) the materials, plant and equipment used in the supply of concrete;(b) the production and, if applicable, the delivery of concrete in the plastic state;(c) specifying, sampling, testing and compliance with specified properties of plastic and hardened concrete; and(d) the uniformity of mixing.This Standard applies to the supply of all concrete. It is not intended to apply to mortars or grouts.NOTES:1 Requirements for mortars for masonry construction are given in AS 3700 and the methods for sampling and testing mortars in AS 2701.2 Requirements for grouts to be used for the grouting of prestressing tendons in ducts, are given in AS 3600.3 It is not intended that this Standard should take precedence over existing Australian Standards for the manufacture of specific concrete products.4 For additional requirements specified by the customer the applicable contract documents should be consulted.
First published as AS (E)A502-1941.Revised and redesignated as AS A64-1960.Second edition 1971.Revised and redesignated AS 1379-1973.AS A64-1960 withdrawn 1976.Second edition 1991.Third edition 1997. First published as AS (E)A502-1941. Revised and redesignated as AS A64-1960. Second edition 1971. Revised and redesignated AS 1379-1973. AS A64-1960 withdrawn 1976. Second edition 1991. Third edition 1997.
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