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

SIGNIFICANCE AND USE
4.1 These test methods offer a means of determining the compressive strength of chemical-resistant mortars, grouts, monolithic surfacings, and polymer concretes.
SCOPE
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 to 0.4 in. (1.6 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.

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Publication Date
30-Jun-2018
Current Stage
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ASTM C579-18 - Standard Test Methods for Compressive Strength of Chemical-Resistant Mortars, Grouts, Monolithic Surfacings, and Polymer Concretes
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Standards Content (Sample)

NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.
Contact ASTM International (www.astm.org) for the latest information
Designation: C579 − 18
Standard Test Methods for
Compressive Strength of Chemical-Resistant Mortars,
1
Grouts, Monolithic Surfacings, and Polymer Concretes
This standard is issued under the fixed designation C579; the number immediately following the designation indicates the year of
original adoption or, in the case of revision, the year of last revision. A number in parentheses indicates the year of last reapproval. A
superscript epsilon (´) indicates an editorial change since the last revision or reapproval.
This standard has been approved for use by agencies of the U.S. Department of Defense.
1. Scope 2. Referenced Documents
2
1.1 These test methods cover the determination of the 2.1 ASTM Standards:
compressive strength of chemical-resistant mortars, grouts, C470/C470M Specification for Molds for Forming Concrete
monolithic surfacings, and polymer concretes. These materials Test Cylinders Vertically
may be based on resin, silicate, silica, or sulfur binders. C904 Terminology Relating to Chemical-Resistant Nonme-
tallic Materials
1.2 Test Method A outlines the testing procedure generally
E4 Practices for Force Verification of Testing Machines
used for systems containing aggregate less than 0.0625 in. (1.6
E177 Practice for Use of the Terms Precision and Bias in
mm) in size. Test Method B covers the testing procedure
ASTM Test Methods
generally used for systems containing aggregate from 0.0625
E691 Practice for Conducting an Interlaboratory Study to
to 0.4 in. (1.6 to 10 mm) in size. Test Method C is used for
Determine the Precision of a Test Method
systems containing aggregate larger than 0.4 in.
3. Terminology
1.3 These test methods provide two different methods for
controlling the testing rate.
3.1 Definitions—For definitions of terms used in these test
methods, see Terminology C904.
1.4 The values stated in inch-pound units are to be regarded
as standard. The values given in parentheses are mathematical
4. Significance and Use
conversions to SI units that are provided for information only
4.1 These test methods offer a means of determining the
and are not considered standard.
compressive strength of chemical-resistant mortars, grouts,
1.5 This standard does not purport to address all of the
monolithic surfacings, and polymer concretes.
safety concerns, if any, associated with its use. It is the
responsibility of the user of this standard to establish appro- 5. Apparatus
priate safety, health, and environmental practices and deter-
5.1 Equipment, capable of weighing materials or specimens
mine the applicability of regulatory limitations prior to use.
to 60.3 % accuracy.
1.6 This international standard was developed in accor-
5.2 Specimen Molds:
dance with internationally recognized principles on standard-
5.2.1 Test Method A—These molds shall be right cylinder 1
ization established in the Decision on Principles for the
1 1
6 ⁄32 in. (25 6 0.8 mm) in diameter by 1 6 ⁄32 in. high. The
Development of International Standards, Guides and Recom-
molds may be constructed in any manner that will allow
mendations issued by the World Trade Organization Technical
formation of a test specimen of the desired size. Typical molds
Barriers to Trade (TBT) Committee.
consist of a 1-in. thick, flat plastic sheet in which 1-in.
diameter, smooth-sided holes have been cut, and to the bottom
1
of which a ⁄4-in. (6-mm) thick, flat plastic sheet (without
1
These test methods are under the jurisdiction of ASTM Committee D01 on
Paint and Related Coatings, Materials, and Applications and are the direct
2
responsibility of Subcommittee D01.46 on Industrial Protective Coatings. For referenced ASTM standards, visit the ASTM website, www.astm.org, or
Current edition approved July 1, 2018. Published November 2018. Originally contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
approved in 1968. Last previous edition approved in 2012 as C579 – 01 (2012). Standards volume information, refer to the standard’s Document Summary page on
DOI: 10.1520/C0579-18. the ASTM website.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1

---------------------- Page: 1 ----------------------
C579 − 18
matching holes) is attached by means of screws or bolts. Practices E4. The testing machine shall be equipped with two
Alternately, the molds may consist of sections of round plastic steel bearing blocks with hardened faces, one of which is a
tubing or pipe, 1-in. inside diameter and 1 in. long, having spherically seated block that will bear on the top bearing plate,
sufficient wall thickness to be rigid and retain dimensional and the other a plain rigid block that will support the bottom
1
stability during the molding operation, and a ⁄4-in. thick, flat bearing plate. The diameter of the spherical bearin
...

This document is not an ASTM standard and is intended only to provide the user of an ASTM standard an indication of what changes have been made to the previous version. Because
it may not be technically possible to adequately depict all changes accurately, ASTM recommends that users consult prior editions as appropriate. In all cases only the current version
of the standard as published by ASTM is to be considered the official document.
Designation: C579 − 01 (Reapproved 2012) C579 − 18
Standard Test Methods for
Compressive Strength of Chemical-Resistant Mortars,
1
Grouts, Monolithic Surfacings, and Polymer Concretes
This standard is issued under the fixed designation C579; the number immediately following the designation indicates the year of
original adoption or, in the case of revision, the year of last revision. A number in parentheses indicates the year of last reapproval. A
superscript epsilon (´) indicates an editorial change since the last revision or reapproval.
This standard has been approved for use by agencies of the U.S. Department of Defense.
1. Scope
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 to 0.4 in. (1.6
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 safety, health, and healthenvironmental 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.
2. Referenced Documents
2
2.1 ASTM Standards:
C470/C470M Specification for Molds for Forming Concrete Test Cylinders Vertically
C904 Terminology Relating to Chemical-Resistant Nonmetallic Materials
E4 Practices for Force Verification of Testing Machines
E177 Practice for Use of the Terms Precision and Bias in ASTM Test Methods
E691 Practice for Conducting an Interlaboratory Study to Determine the Precision of a Test Method
3. Terminology
3.1 Definitions—For definitions of terms used in these test methods, see Terminology C904.
4. Significance and Use
4.1 These test methods offer a means of determining the compressive strength of chemical-resistant mortars, grouts, monolithic
surfacings, and polymer concretes.
5. Apparatus
5.1 Equipment, capable of weighing materials or specimens to 60.3 % accuracy.
5.2 Specimen Molds:
1
These test methods are under the jurisdiction of ASTM Committee D01 on Paint and Related Coatings, Materials, and Applications and are the direct responsibility of
Subcommittee D01.46 on Industrial Protective Coatings.
Current edition approved Aug. 1, 2012July 1, 2018. Published September 2012November 2018. Originally approved in 1968. Last previous edition approved in 20062012
as C579 – 01 (2006).(2012). DOI: 10.1520/C0579-01R12.10.1520/C0579-18.
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM Standards
volume information, refer to the standard’sstandard’s Document Summary page on the ASTM website.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1

---------------------- Page: 1 ----------------------
C579 − 18
1 1
5.2.1 Test Method A—These molds shall be right cylinder 1 6 ⁄32 in. (25 6 0.8 mm) in diameter by 1 6 ⁄32 in. high. The molds
may be constructed in any manner that will allow formation of a test specimen of the desired size. Typical molds consist of a 1-in.
1
thick, flat plastic sheet in which 1-in. diameter, smooth-sided holes have been cut, and to the bottom of which a ⁄4-in. (6-mm) thick,
flat plastic sheet (without matching holes) is attached by means of screws or bolts. Alternately, the molds may consist of sections
of round plastic tubing or pipe, 1-in. inside diameter and 1 in. long, having sufficient wall thickness to be rigid and retain
1
dimensional
...

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