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ASTM C 39/C39M : 2026

Current

Current

The latest, up-to-date edition.

Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens

Available format(s)

PDF

Language(s)

English

Published date

01-02-2026

€53.26
Excluding VAT

Committee
C 09
DocumentType
Test Method
Pages
8
PublisherName
American Society for Testing and Materials
Status
Current
Supersedes

1.1This test method covers determination of compressive strength of cylindrical concrete specimens such as molded cylinders and drilled cores. It is limited to concrete having a density in excess of 800 kg/m3 [50 lb/ft3].

1.2The values stated in either SI units or inch-pound units are to be regarded separately as standard. The inch-pound units are shown in brackets. The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other. Combining values from the two systems may result in non-conformance with the standard.

1.3This 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—Means should be provided to contain concrete fragments during sudden rupture of specimens. Tendency for sudden rupture increases with increasing concrete strength and it is more likely when the testing machine is relatively flexible. The safety precautions given in R0030 are recommended.)

1.4The text of this standard references notes which provide explanatory material. These notes shall not be considered as requirements of the standard.

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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€53.26
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