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ASTM C413-01

(Test Method)

Standard Test Method for Absorption of Chemical-Resistant Mortars, Grouts, and Monolithic Surfacings and Polymer Concretes

Standard Test Method for Absorption of Chemical-Resistant Mortars, Grouts, and Monolithic Surfacings and Polymer Concretes

SCOPE
1.1 This test method covers the determination of the absorption of chemical-resistant mortars, grouts, monolithic surfacings, and polymer concretes. These materials may be based on resin, silicate, silica, or sulfur binders.
1.2 Mold Method A is used for systems containing aggregates less than 0.0625 in. (1.6 mm) in size. Mold Method B is used for systems containing aggregates from 0.0625 to 0.4 in. (1.6 to 10 mm) in size. Mold Method C is used for systems containing aggregates larger than 0.4 in.
1.3 The values stated in inch-pound units are to be regarded as the standard. Within this text, the SI units shown in parentheses are given 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-May-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 C413-96 - Standard Test Method for Absorption of Chemical-Resistant Mortars, Grouts, and Monolithic Surfacings and Polymer Concretes
Effective Date
10-May-2001
Replaced By
ASTM C413-01(2006) - Standard Test Method for Absorption of Chemical-Resistant Mortars, Grouts, Monolithic Surfacings, and Polymer Concretes
Effective Date
15-Sep-2006
Referred By
ASTM C722-18(2023) - Standard Specification for Chemical-Resistant Monolithic Floor Surfacings
Effective Date
10-May-2001
Referred By
ASTM C1486-18(2023) - Standard Practice for Testing Chemical-Resistant Broadcast and Slurry-Broadcast Resin Monolithic Floor Surfacings
Effective Date
10-May-2001

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ASTM C413-01 - Standard Test Method for Absorption of Chemical-Resistant Mortars, Grouts, and Monolithic Surfacings and Polymer ConcretesASTM C413-01 - Standard Test Method for Absorption of Chemical-Resistant Mortars, Grouts, and Monolithic Surfacings and Polymer Concretes
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ASTM C413-01 - Standard Test Method for Absorption of Chemical-Resistant 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:C413–01
Standard Test Method for
Absorption of Chemical-Resistant Mortars, Grouts,
1
Monolithic Surfacings, and Polymer Concretes
This standard is issued under the fixed designation C 413; 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 (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 chemical-resistant material for a particular application. No
attempt has been made to incorporate in the test method all the
1.1 This test method covers the determination of the absorp-
various factors which may affect the performance of a material
tion of chemical-resistant mortars, grouts, monolithic surfac-
when subjected to actual service.
ings, and polymer concretes. These materials may be based on
4.2 This is not a test for permeability and the test results are
resin, silicate, silica, or sulfur binders.
not to be interpreted as a measurement of, or indication of, the
1.2 Mold Method A is used for systems containing aggre-
permeability properties of the materials tested.
gates less than 0.0625 in. (1.6 mm) in size. Mold Method B is
used for systems containing aggregates from 0.0625 to 0.4 in.
5. Apparatus
(1.6 to 10 mm) in size. Mold Method C is used for systems
5.1 Equipment, capable of weighing materials or specimens
containing aggregates larger than 0.4 in.
and for determining specific gravity to 60.03 % accuracy.
1.3 The values stated in inch-pound units are to be regarded
5.2 Equipment for Mixing, consisting of a flat-bottom con-
as the standard. Within this text, the SI units shown in
tainer of suitable size, preferably corrosion-resistant, and a
parentheses are given for information only.
trowel havinga4to5in. (100 to 125 mm) blade, and a spatula
1.4 This standard does not purport to address all of the
or a rounded-end rod.
safety concerns, if any, associated with its use. It is the
5.3 Container, a glass flask of suitable size to hold the
responsibility of the user of this standard to establish appro-
specimens and the water and connected reflux condenser.
priate safety and health practices and determine the applica-
5.4 Equipment for Heating, a hot plate or heating mantle.
bility of regulatory limitations prior to use.
5.5 Specimen Molds:
2. Referenced Documents 5.5.1 Mold Method A—These molds shall be right cylinders
1 1
1 6 ⁄32in. (25 6 0.8 mm) in diameter by 1 6 ⁄32 in. (25 6 0.8
2.1 ASTM Standards:
mm) high. The molds may be constructed in any manner that
C 470 Specification for Molds for Forming Concrete Test
2
will allow formation of a test specimen of the desired size.
Cylinders Vertically
Typical molds may consist of a 1 in. thick flat plastic sheet in
C 904 Terminology Relating to Chemical-Resistant Non-
3
which 1 in. diameter, smooth-sided holes have been cut, and to
metallic Materials
1
the bottom of which a ⁄4 in. (6 mm) thick flat plastic sheet
3. Terminology
(without matching holes), is attached by means of screws or
bolts.Alternatively, the molds may consist of sections of round
3.1 Definitions—For definitions of terms used in this test
plastic tubing or pipe, 1 in. in inside diameter and 1 in. long,
method, see Terminology C 904.
having sufficient wall thickness to be rigid and retain dimen-
1
4. Significance and Use
sional stability during the molding operation, and a ⁄4 in. thick
flat plastic sheet on which one open end of each section can be
4.1 The results obtained by this test method should serve as
rested.Withthelatterstyleofmold,thetubingsegmentmaybe
a guide in, but not as the sole basis for, selection of a
sealed with a material such as caulking compound or stopcock
grease. For most types of specimens it is satisfactory to simply
1
This test method is under the jurisdiction of ASTM Committee C03 on
seal one end of the tubing segment with strips of 2 in. wide
Chemical-Resistant Nonmetallic Materials and is the direct responsibility of
masking tape.
Subcommittee C03.01 on Test Methods.
Current edition approved May 10, 2001. Published July 2001. Originally
NOTE 1—For use with sulfur materials, an additional piece of flat
published as C 413 – 58. Last previous edition C 413 – 96.
1 1
2 plastic sheet at least ⁄8 in. (3 mm) thick containing a ⁄4 in. (6 mm) hole
Annual Book of ASTM Standards, Vol 04.02.
3
and a section of plastic tubing 1 in. (25 mm) in diameter by 1 in. high are
Annual Book of ASTM Standards, Vol 04.05.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
1

---------------------- Page: 1 ----------------------
C413
required. They are used to form a pouring gate
...

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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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SCOPE
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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.  
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