ASTM C 1074 : 2019 : EDT 1
Current
The latest, up-to-date edition.
Standard Practice for Estimating Concrete Strength by the Maturity Method
English
07-01-2021
| Committee |
C 09
|
| DocumentType |
Standard Practice
|
| Pages |
11
|
| ProductNote |
ε1NOTE—Placement of Fig. X1.2 and Fig. X1.3 was editorially corrected in January 2021.
|
| PublisherName |
American Society for Testing and Materials
|
| Status |
Current
|
| Supersedes |
1.1This 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.
1.2This 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.
1.3The values stated in SI units are to be regarded as standard for determining the maturity index. No other units of measurement are included for this purpose. There is, however, no restriction on the system of units for expressing strength in developing the strength-maturity relationship.
1.4This 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)
1.5This 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.
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| ASTM C 109/C109M : 2021 | Standard Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50mm] Cube Specimens) |
| ASTM C 125 : 2000 | Standard Terminology Relating to Concrete and Concrete Aggregates |
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| ASTM C 39/C39M : 2015 : REV A | Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens |
| ASTM C 109/C109M : 2020 : REV A | Standard Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50-mm] Cube Specimens) |
| ASTM C 511 : 2019 | Standard Specification for Mixing Rooms, Moist Cabinets, Moist Rooms, and Water Storage Tanks Used in the Testing of Hydraulic Cements and Concretes |
| ASTM C 109/C109M : 2023 | Standard Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 50mm [2 in.] Cube Specimens) |
| ASTM C 39/C39M : 2020 | Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens |
| ASTM C 125 : 2025 : REV A | Standard Terminology Relating to Concrete and Concrete Aggregates |
| ASTM C 803/C803M : 2018 | Standard Test Method for Penetration Resistance of Hardened Concrete |
| ASTM C 900 : 2023 | Standard Test Method for Pullout Strength of Hardened Concrete |
| ASTM C 125 : 2026 | Standard Terminology Relating to Concrete and Concrete Aggregates |
| ASTM C 109/C109M : 2016 : REV A | Standard Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50-mm] Cube Specimens) |
| ASTM C 125 : 2021 : REV A | Standard Terminology Relating to Concrete and Concrete Aggregates |
| ASTM C 803/C803M : 2025 | Standard Test Method for Penetration Resistance of Hardened Concrete |
| ASTM C 39/C39M : 2018 | Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens |
| ASTM C 125 : 2020 | Standard Terminology Relating to Concrete and Concrete Aggregates |
| ASTM C 900 : 2019 | Standard Test Method for Pullout Strength of Hardened Concrete |
| ASTM C 109/C109M : 2026 | Standard Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 50mm [2 in.] Cube Specimens) |
| ASTM C 125 : 2009 | Standard Terminology Relating to Concrete and Concrete Aggregates |