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Standard [CURRENT]

ASTM C 579:2023

Standard Test Methods for Compressive Strength of Chemical-Resistant Mortars, Grouts, Monolithic Surfacings, and Polymer Concretes

German title
Bestimmung der Druckfestigkeit von chemisch beständigen Mörteln, Zementschlämme und monolithischen Verkleidungswerkstoffen
Publication date
2023
Original language
English
Pages
5

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Publication date
2023
Original language
English
Pages
5
DOI
https://dx.doi.org/10.1520/C0579-23

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Short description
1.1 These test methods cover the determination of the compressive strength of chemical-resistant mortars, grouts, monolithic surfacings, and polymer concretes. These materials may be based on resin, silicate, silica, or sulfur binders. 1.2 Test Method A outlines the testing procedure generally used for systems containing aggregate less than 0.0625 in. (1.6 mm) in size. Test Method B covers the testing procedure generally used for systems containing aggregate from 0.0625 in. to 0.4 in. (1.6 mm to 10 mm) in size. Test Method C is used for systems containing aggregate larger than 0.4 in. 1.3 These test methods provide two different methods for controlling the testing rate. 1.4 The values stated in inch-pound units are to be regarded as standard. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered 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.
ICS
91.100.10
DOI
https://dx.doi.org/10.1520/C0579-23
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