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ASTM International - ASTM C1074-17

Standard Practice for Estimating Concrete Strength by the Maturity Method

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Organization: ASTM International
Publication Date: 15 December 2017
Status: inactive
Page Count: 10
ICS Code (Concrete and concrete products): 91.100.30
significance And Use:

5.1 This practice can be used to estimate the in-place strength of concrete to allow the start of critical construction activities such as: (1) removal of formwork and reshoring; (2)... View More

scope:

1.1 This practice provides a procedure for estimating concrete strength by means of the maturity method. The maturity index is expressed either in terms of the temperature-time factor or in terms of the equivalent age at a specified temperature.

1.2 This practice requires establishing the strength-maturity relationship of the concrete mixture in the laboratory and recording the temperature history of the concrete for which strength is to be estimated.

1.3 The values stated in SI units are to be regarded as standard. No other units of measurement are included in this standard.

1.4 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety, health, and environmental practices and determine the applicability of regulatory limitations prior to use. (Warning-Fresh hydraulic cementitious mixtures are caustic and may cause chemical burns to skin and tissue upon prolonged exposure.2)

1.5 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.

Document History

June 1, 2019
Standard Practice for Estimating Concrete Strength by the Maturity Method
5.1 This practice can be used to estimate the in-place strength of concrete to allow the start of critical construction activities such as: (1) removal of formwork and reshoring; (2) post-tensioning...
June 1, 2019
Standard Practice for Estimating Concrete Strength by the Maturity Method
5.1 This practice can be used to estimate the in-place strength of concrete to allow the start of critical construction activities such as: (1) removal of formwork and reshoring; (2) post-tensioning...
ASTM C1074-17
December 15, 2017
Standard Practice for Estimating Concrete Strength by the Maturity Method
5.1 This practice can be used to estimate the in-place strength of concrete to allow the start of critical construction activities such as: (1) removal of formwork and reshoring; (2) post-tensioning...
June 15, 2011
Standard Practice for Estimating Concrete Strength
by the Maturity Method
This practice can be used to estimate the in-place strength of concrete to allow the start of critical construction activities such as: (1) removal of formwork and reshoring; (2) post-tensioning of...
December 15, 2010
Standard Practice for Estimating Concrete Strength by the Maturity Method
This practice can be used to estimate the in-place strength of concrete to allow the start of critical construction activities such as: (1) removal of formwork and reshoring; (2) post-tensioning of...
June 15, 2010
Standard Practice for Estimating Concrete Strength by the Maturity Method
This practice can be used to estimate the in-place strength of concrete to allow the start of critical construction activities such as: (1) removal of formwork and reshoring; (2) post-tensioning of...
June 1, 2004
Standard Practice for Estimating Concrete Strength by the Maturity Method
This practice can be used to estimate the in-place strength of concrete to allow the start of critical construction activities such as: (1) removal of formwork and reshoring; (2) post-tensioning of...
November 10, 1998
Standard Practice for Estimating Concrete Strength by the Maturity Method
1.1 This practice provides a procedure for estimating concrete strength by means of the maturity method. The maturity index is expressed either in terms of the temperature-time factor or in terms of...
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