Standard Active Last Updated: May 29, 2024 Track Document
ASTM C880/C880M-24

Standard Test Method for Flexural Strength of Dimension Stone

Standard Test Method for Flexural Strength of Dimension Stone C0880_C0880M-24 ASTM|C0880_C0880M-24|en-US Standard Test Method for Flexural Strength of Dimension Stone Standard new BOS Vol. 04.07 Committee C18
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Significance and Use

4.1 This test method is useful in indicating the differences in flexural strength between the various dimension stones. This test method also provides one element in comparing stones of the same type.

Scope

1.1 This test method covers the procedure for determining the flexural strength of stone by use of a simple beam using quarter-point loading.

1.2 Stone tests shall be made when pertinent for the situation when the load is perpendicular to the bedding plane and when the load is parallel to the bedding plane.

1.3 As required, the flexural tests shall also be conducted under wet conditions.

1.4 The values stated in either SI units or inch-pound units are to be regarded separately as standard. 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.

1.5 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.

1.6 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.

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Details
Book of Standards Volume: 04.07
Developed by Subcommittee: C18.01
Pages: 3
DOI: 10.1520/C0880_C0880M-24
ICS Code: 91.100.15