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ASTM C267-01

(Test Method)

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

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

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 units stated are to be regarded as standard. The values given in parentheses are for information only.
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 and health practices and determine the applicability of regulatory limitations prior to use.

General Information

Status
Historical
Publication Date
09-Oct-2001
ICS
91.100.10 - Cement. Gypsum. Lime. Mortar
Technical Committee
D01 - Paint and Related Coatings, Materials, and Applications
Drafting Committee
D01.46 - Industrial Protective Coatings
Current Stage
Ref Project

Relations

Replaces
ASTM C267-97 - Standard Test Methods for Chemical Resistance of Mortars, Grouts, and Monolithic Surfacings and Polymer Concretes
Effective Date
10-Oct-2001
Replaced By
ASTM C267-01(2006) - Standard Test Methods for Chemical Resistance of Mortars, Grouts, and Monolithic Surfacings and Polymer Concretes
Effective Date
15-Sep-2006
Referred By
ASTM D6943-15(2019) - Standard Practice for Immersion Testing of Industrial Protective Coatings and Linings
Effective Date
10-Oct-2001
Referred By
ASTM C1904-22 - Standard Test Methods for Determination of the Effects of Biogenic Acidification on Concrete Antimicrobial Additives and/or Concrete Products
Effective Date
10-Oct-2001
Referred By
ASTM C722-18(2023) - Standard Specification for Chemical-Resistant Monolithic Floor Surfacings
Effective Date
10-Oct-2001
Referred By
ASTM C1898-20 - Standard Test Methods for Determining the Chemical Resistance of Concrete Products to Acid Attack
Effective Date
10-Oct-2001

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ASTM C267-01 - Standard Test Methods for Chemical Resistance of Mortars, Grouts, and Monolithic Surfacings and Polymer ConcretesASTM C267-01 - Standard Test Methods for Chemical Resistance of Mortars, Grouts, and Monolithic Surfacings and Polymer Concretes
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ASTM C267-01 - Standard Test Methods for Chemical Resistance of Mortars, Grouts, and 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:C267–01
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 (e) indicates an editorial change since the last revision or reapproval.
This standard has been approved for use by agencies of the Department of Defense.
1. Scope C1312 Practice for Making and Conditioning Chemical-
Resistant Sulfur Polymer Cement Concrete Test Speci-
1.1 These test methods are intended to evaluate the chemi-
3
mens in the Laboratory
cal resistance of resin, silica, silicate, sulfur, and hydraulic
4
E4 Practices for Force Verification of Testing Machines
materials, grouts, monolithic surfacings, and polymer con-
cretes under anticipated service conditions.These test methods
3. Terminology
provide for the determination of changes in the following
3.1 Definitions—For definitions of terms used in these test
propertiesofthetestspecimensandtestmediumafterexposure
methods, see Terminology C904.
of the specimens to the medium:
1.1.1 Weight of specimen,
4. Significance and Use
1.1.2 Appearance of specimen,
4.1 The results obtained by these test methods should serve
1.1.3 Appearance of test medium, and
as a guide in, but not as the sole basis for, selection of a
1.1.4 Compressive strength of specimens.
chemical-resistant material for a particular application. No
1.2 Test Method A outlines the testing procedure generally
attempt has been made to incorporate into these test methods
used for systems containing aggregate less than 0.0625 in. (1.6
all the various factors that may affect the performance of a
mm) in size. Test Method B covers the testing procedure
material when subjected to actual service. The strength values
generally used for systems containing aggregate from 0.0625
obtained by these test methods should not be used to evaluate
to 0.4 in. (1.6 to 1.0 mm) in size. Test Method C is used for
the compressive strength of chemical-resistant materials. The
systems containing aggregate larger than 0.4 in.
appropriateASTM test method for the specific material should
1.3 The units stated are to be regarded as standard. The
be used for determining and evaluating the compressive
values given in parentheses are for information only.
strength.
1.4 This standard does not purport to address all of the
safety concerns, if any, associated with its use. It is the
5. Apparatus
responsibility of the user of this standard to establish appro-
5.1 Equipment, capable of weighing materials or specimens
priate safety and health practices and determine the applica-
to 60.3% accuracy.
bility of regulatory limitations prior to use.
5.2 Equipment for Mixing, consisting of a container of
suitablesize,preferablymadeofcorrosion-resistantmetal,ora
2. Referenced Documents
porcelain pan, and a strong, sturdy spatula or trowel.
2.1 ASTM Standards:
5.3 Specimen Molds:
C470/C470M Specifications for Molds for Forming Con-
5.3.1 Test Method A—These molds shall be right cylinder
2
crete Test Cylinders Vertically
1 1
16 ⁄32 in. (25 6 0.8 mm) in diameter by 1 6 ⁄32 in. high.The
C579 TestMethodsforCompressiveStrengthofChemical-
molds may be constructed in any manner that will allow
Resistant Mortars, Grouts, Monolithic Surfacings, and
3 formation of a test specimen of the desired size.Typical molds
Polymer Concretes
consist of a 1-in. thick, flat plastic sheet in which 1-in.
C904 Terminology Relating to Chemical-Resistant Non-
3 diameter, smooth-sided holes have been cut, and to the bottom
metallic Materials
1
of which a ⁄4-in. (6-mm) thick, flat plastic sheet (without
matching holes) is attached by means of screws or bolts.
1
These test methods are under the jurisdiction of ASTM Committee C03 on
Alternately, the molds may consist of sections of round plastic
Chemical-Resistant Nonmetallic Materials and are the direct responsibility of
tubing or pipe, 1 in. in inside diameter and 1 in. long, having
Subcommittee C03.01 on Test Methods.
Current edition approved Oct. 10, 2001. Published December 2001. Originally
published as C267–59T. Last previous edition C267–97.
2
Annual Book of ASTM Standards, Vol 04.02.
3 4
Annual Book of ASTM Standards, Vol 04.05. Annual Book of ASTM Standards, Vol 03.01.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
1

---------------------- Page: 1 ----------------------
C267
sufficient wall thickness to be rigid and retain dimensional 5.6.2 Erlenmeyer Flasks, of sufficient capacity, each fitted
1
stability during the molding operation, and a ⁄4-in. thick, flat with standard-t
...

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1.1 This test method covers the measurement of the linear shrinkage during setting and curing and the coefficient of thermal expansion of chemical-resistant mortars, grouts, monolithic surfacings, and polymer concretes.  
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1.2.2 The change in length at a specific elevated temperature is measured and used to calculate the coefficient of thermal expansion.  
1.3 This test method is limited to materials with aggregate size of 0.25 in. (6 mm) or less.  
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4.1 These methods offer a means of estimating the working time, initial setting time and service strength setting time of chemical-resistant resin mortars. The results obtained should serve as a guide in, but not as the sole basis for, selection of a chemical-resistant mortar for a particular application.
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1.1 This test method covers the determination of tensile strength of cured chemical-resistant materials in the form of molded briquets. These materials include mortars, brick and tile grouts, machinery grouts, and monolithic surfacings. These materials shall be based on resin, silicate, silica, or sulfur binders.  
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This test method details the standard procedure for evaluating the effect of water repellent treatments on the freeze-thaw resistance of hydraulic cement mortar specimens. This test method is designed to compare the effectiveness of water repellent treatments under conditions of freezing and thawing only, intended as a laboratory screening method for treatment selection and may not accurately reflect the performance of treated and untreated specimens in the field. This procedure requires the use of a balance, corrosion-resistant aluminum metal pan, weight per litre (gallon) cup, freezing chamber, forced draft oven, and stiff-nylon-bristled brush. Mortar specimens are treated with or immersed in a water repellent material, removed, and allowed to cure. After air drying, the treated specimens are weighed then subjected to various cycles of freezing and thawing. Periodic weighing and observations are made to determine weight loss and deleterious effects such as spalling and cracking.
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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.
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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:  
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ASTM C596-23(Test Method)
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4.1 This test method establishes a selected set of conditions of temperature, relative humidity and rate of evaporation of the environment to which a mortar specimen of stated composition shall be subjected for a specified period of time during which its change in length is determined and designated “drying shrinkage.”  
4.2 The drying shrinkage of mortar as determined by this test method has a linear relation to the drying shrinkage of concrete made with the same cement and exposed to the same drying conditions.4 Hence this test method may be used when it is desired to develop data on the effect of a hydraulic cement on the drying shrinkage of concrete made with that cement.
SCOPE
1.1 This test method determines the change in length on drying of mortar bars containing hydraulic cement and graded standard sand.  
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1.3 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. Warning—Fresh hydraulic cementitious mixtures are caustic and may cause chemical burns to skin and tissue upon prolonged exposure).2  
1.4 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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Standard Specification for Application of Portland Cement-Based Plaster

ABSTRACT
This specification covers the standard requirements for the application of full thickness Portland cement-based plaster for exterior (stucco) and interior work. It also sets forth tables for proportioning of various plaster mixes and plaster thickness. The materials used shall consist of the following: cement which shall be a Portland cement, air-entraining Portland cement, masonry cement, blended hydraulic cement, air-entraining blended hydraulic cement, or plastic cement; Type S hydrated lime; aggregates such as perlite and sand for base and job-mixed finish coats; water to be used in mixing; admixtures; and fibers. Surfaces of solid bases such as masonry, stone, cast-in-place or precast concrete shall be prepared either by sandblasting, wire brushing, acid etching, chipping, or a combination thereof. Details on curing to resist cracking; materials protection and storage; environmental conditions; and application of plaster, finish-coat, and fog-coat, which shall be done by hand or machine up to the specified nominal thickness on metal and solid plaster bases are discussed.
SCOPE
1.1 This specification covers the minimum technical requirements for the application of full thickness portland cement-based plaster for exterior (stucco) and interior work. These requirements do not by default define a unit of work or assign responsibility for contractual purposes, which is the purview of a contract or contracts made between contracting entities.  
1.2 This specification sets forth tables for proportioning of various plaster mixes and plaster thickness.
Note 1: General information is found in Annex A1. Design considerations are found in Annex A2.  
1.3 The text of this specification references notes and footnotes that provide explanatory material. These notes and footnotes (excluding those in tables and figures) shall not be considered as requirements of the specification.  
1.4 Details of construction for a specific assembly to achieve the required fire resistance shall be obtained from reports of fire-resistance tests, engineering evaluations, or listings from recognized fire testing laboratories.  
1.5 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.  
1.6 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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