Standard Test Methods for Chemical Resistance of Mortars, Grouts, and Monolithic Surfacings and Polymer Concretes

SIGNIFICANCE AND USE
4.1 The results obtained by these test methods should serve as a guide in, but not as the sole basis for, selection of a chemical-resistant material for a particular application. No attempt has been made to incorporate into these test methods all the various factors that may affect the performance of a material when subjected to actual service. The strength values obtained by these test methods should not be used to evaluate the compressive strength of chemical-resistant materials. The appropriate ASTM test method for the specific material should be used for determining and evaluating the compressive strength.
SCOPE
1.1 These test methods are intended to evaluate the chemical resistance of resin, silica, silicate, sulfur, and hydraulic materials, grouts, monolithic surfacings, and polymer concretes under anticipated service conditions. These test methods provide for the determination of changes in the following properties of the test specimens and test medium after exposure of the specimens to the medium:  
1.1.1 Weight of specimen,  
1.1.2 Appearance of specimen,  
1.1.3 Appearance of test medium, and  
1.1.4 Compressive strength of specimens.  
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 1.0 mm) in size. Test Method C is used for systems containing aggregate larger than 0.4 in.  
1.3 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.  
1.4 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.  
1.5 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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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.
Designation: C267 − 20
Standard Test Methods for
Chemical Resistance of Mortars, Grouts, and Monolithic
1
Surfacings and Polymer Concretes
This standard is issued under the fixed designation C267; the number immediately following the designation indicates the year of
original adoption or, in the case of revision, the year of last revision.Anumber 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 are intended to evaluate the chemi-
2.1 ASTM Standards:
cal resistance of resin, silica, silicate, sulfur, and hydraulic
C470/C470MSpecification for Molds for Forming Concrete
materials, grouts, monolithic surfacings, and polymer con-
Test Cylinders Vertically
cretes under anticipated service conditions.These test methods
C579Test Methods for Compressive Strength of Chemical-
provide for the determination of changes in the following
Resistant Mortars, Grouts, Monolithic Surfacings, and
propertiesofthetestspecimensandtestmediumafterexposure
Polymer Concretes
of the specimens to the medium:
C904Terminology Relating to Chemical-Resistant Nonme-
1.1.1 Weight of specimen,
tallic Materials
1.1.2 Appearance of specimen,
C1312Practice for Making and Conditioning Chemical-
1.1.3 Appearance of test medium, and
Resistant Sulfur Polymer Cement Concrete Test Speci-
1.1.4 Compressive strength of specimens.
mens in the Laboratory
E4Practices for Force Verification of Testing Machines
1.2 Test Method A outlines the testing procedure generally
E177Practice for Use of the Terms Precision and Bias in
used for systems containing aggregate less than 0.0625 in. (1.6
ASTM Test Methods
mm) in size. Test Method B covers the testing procedure
generally used for systems containing aggregate from 0.0625 E691Practice for Conducting an Interlaboratory Study to
Determine the Precision of a Test Method
to 0.4 in. (1.6 to 1.0 mm) in size. Test Method C is used for
systems containing aggregate larger than 0.4 in.
3. Terminology
1.3 The values stated in inch-pound units are to be regarded
as standard. The values given in parentheses are mathematical
3.1 Definitions—For definitions of terms used in these test
conversions to SI units that are provided for information only
methods, see Terminology C904.
and are not considered standard.
4. Significance and Use
1.4 This standard does not purport to address all of the
safety concerns, if any, associated with its use. It is the
4.1 The results obtained by these test methods should serve
responsibility of the user of this standard to establish appro-
as a guide in, but not as the sole basis for, selection of a
priate safety, health, and environmental practices and deter-
chemical-resistant material for a particular application. No
mine the applicability of regulatory limitations prior to use.
attempt has been made to incorporate into these test methods
1.5 This international standard was developed in accor-
all the various factors that may affect the performance of a
dance with internationally recognized principles on standard-
material when subjected to actual service. The strength values
ization established in the Decision on Principles for the
obtained by these test methods should not be used to evaluate
Development of International Standards, Guides and Recom-
the compressive strength of chemical-resistant materials. The
mendations issued by the World Trade Organization Technical
appropriateASTM test method for the specific material should
Barriers to Trade (TBT) Committee.
be used for determining and evaluating the compressive
strength.
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 Sept. 1, 2020. Published October 2020. Originally contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
approved in 1959. Last previous edition approved in 2012 as C267–01 (2012). Standards volume information, refer to the standard’s Document Summary page on
DOI: 10.1520/C0267-20. the ASTM website.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1

---------------------- Page: 1 ----------------------
C267 − 20
5. Apparatus 5.3.3.2 For molds to be used for preparing sulfur polymer
cement concrete specimens, refer to Pract
...

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: C267 − 01 (Reapproved 2012) C267 − 20
Standard Test Methods for
Chemical Resistance of Mortars, Grouts, and Monolithic
1
Surfacings and Polymer Concretes
This standard is issued under the fixed designation C267; 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 are intended to evaluate the chemical resistance of resin, silica, silicate, sulfur, and hydraulic materials,
grouts, monolithic surfacings, and polymer concretes under anticipated service conditions. These test methods provide for the
determination of changes in the following properties of the test specimens and test medium after exposure of the specimens to the
medium:
1.1.1 Weight of specimen,
1.1.2 Appearance of specimen,
1.1.3 Appearance of test medium, and
1.1.4 Compressive strength of specimens.
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 1.0 mm) in size. Test Method C is used for systems containing aggregate larger than 0.4 in.
1.3 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.
1.4 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.
1.5 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.
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 Nov. 15, 2012Sept. 1, 2020. Published November 2012October 2020. Originally approved in 1959. Last previous edition approved in 20062012
as C267 – 01 (2006).(2012). DOI: 10.1520/C0267-01R12.10.1520/C0267-20.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1

---------------------- Page: 1 ----------------------
C267 − 20
2. Referenced Documents
2
2.1 ASTM Standards:
C470/C470M Specification for Molds for Forming Concrete Test Cylinders Vertically
C579 Test Methods for Compressive Strength of Chemical-Resistant Mortars, Grouts, Monolithic Surfacings, and Polymer
Concretes
C904 Terminology Relating to Chemical-Resistant Nonmetallic Materials
C1312 Practice for Making and Conditioning Chemical-Resistant Sulfur Polymer Cement Concrete Test Specimens in the
Laboratory
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 The results obtained by these test methods should serve as a guide in, but not as the sole basis for, selection of a
chemical-resistant material for a particular application. No attempt has been made to incorporate into these test methods all the
various factors that may affect the performance of a material when subjected to actual service. The strength values obtained by
these test methods should not be used to evaluate the compressive strength of chemical-resistant materials. The appropriate ASTM
test method for the specific material should be used for determining and evaluating the compressive strength.
5. Apparatus
5.1 Equipment, capable of weighing materials or specimens to 60.3 % accuracy.
5.2 Equipment for Mixing, consisting of a co
...

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