Standard Specification for Latex and Powder Polymer Modifiers in Hydraulic Cement Concrete and Mortar

ABSTRACT
This specification covers the performance criteria for latex and powder polymer modifiers for improving the adhesion and reducing permeability of hydraulic cement concrete and mortar. The polymer modifiers are classified either for general use or for use in areas not exposed to moisture and should be able to produce test mortar or test concrete that conforms to the specified requirements.
SCOPE
1.1 This specification covers performance criteria for latexes and redispersible powders when used as modifiers in hydraulic cement concretes and mortars to improve adhesion and reduce permeability (see Note 1).
Note 1—For further information concerning theory, benefits, limitations, and applications of polymer-modified hydraulic cementitious mixtures, refer to ACI 548.3R-09.
1.2 The performance criteria are based on certain property changes that are achieved by use of the polymer modifier when compared to reference concrete or mortar (Test Methods C1439).
1.3 Prepackaged, proprietary mortar products are not included in this specification. Also, this specification covers only those materials contained in the reference or test mixtures listed in Test Methods C1439.
1.4 The values stated in SI units are to be regarded as standard.
1.5 The following precautionary statement pertains only to the test method portion, Section 10, of this specification: 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.

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ASTM C1438-11 - Standard Specification for Latex and Powder Polymer Modifiers in Hydraulic Cement Concrete and Mortar
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NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.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: C1438 – 11
Standard Specification for
Latex and Powder Polymer Modifiers in Hydraulic Cement
1
Concrete and Mortar
This standard is issued under the fixed designation C1438; 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.
1. Scope* C494/C494M Specification for Chemical Admixtures for
Concrete
1.1 This specification covers performance criteria for la-
C1439 Test Methods for Evaluating Polymer Modifiers in
texes and redispersible powders when used as modifiers in
Mortar and Concrete
hydraulic cement concretes and mortars to improve adhesion
2.2 ACI Standard:
and reduce permeability (see Note 1).
3
ACI 548.3R-09 Report on Polymer-Modified Concrete
NOTE 1—For further information concerning theory, benefits, limita-
tions, and applications of polymer-modified hydraulic cementitious mix-
3. Terminology
tures, refer to ACI 548.3R-09.
3.1 Definitions of Terms Specific to This Standard—Terms
1.2 The performance criteria are based on certain property
usedinthisspecificationaredefinedinTerminologyC125orin
changes that are achieved by use of the polymer modifier when
this section.
compared to reference concrete or mortar (Test Methods
3.1.1 latex, n—a dispersion of organic polymer particles in
C1439).
water.
1.3 Prepackaged, proprietary mortar products are not in-
3.1.2 polymer-modified concrete or mortar, n—a hydraulic
cluded in this specification.Also, this specification covers only
cement concrete or mortar containing a polymer modifier.
those materials contained in the reference or test mixtures
3.1.3 polymer modifier, n—latex or redispersible powder
listed in Test Methods C1439.
formulated for use with hydraulic cements.
1.4 The values stated in SI units are to be regarded as
3.1.4 redispersible powder, n—powder that redisperses in
standard.
water to form a latex.
1.5 The following precautionary statement pertains only to
3.1.5 reference concrete or mortar, n—concrete or mortar
the test method portion, Section 10, of this specification: This
having the amounts of cement and aggregates given in Test
standard does not purport to address all of the safety concerns,
Methods C1439 and having an amount of water to achieve the
if any, associated with its use. It is the responsibility of the user
specified slump or flow.
of this standard to establish appropriate safety and health
3.1.6 test concrete or mortar, n—concrete or mortar con-
practices and determine the applicability of regulatory limita-
taining a polymer modifier and having the same composition
tions prior to use.
(except for water content) and slump or flow as the reference
concrete or mortar.
2. Referenced Documents
2
4. Classification
2.1 ASTM Standards:
C125 Terminology Relating to Concrete and Concrete Ag-
4.1 Polymer modifiers are classified into two product types:
gregates
4.1.1 Type I—For use in areas not exposed to moisture.
4.1.2 Type II—For general use.
1
This specification is under the jurisdiction of ASTM Committee C09 on
5. Ordering Information
Concrete and ConcreteAggregates and is the direct responsibility of Subcommittee
C09.44 on Polymer-Modified Concrete and Mortars.
5.1 Thepurchasershallspecifythetypeofpolymermodifier
Current edition approved June 15, 2011. Published July 2011. Originally
desired and the size and type of containers in which the
´1
approved in 1999. Last previous edition approved in 2005 as C1438–99(2005) .
material is to be supplied.
DOI: 10.1520/C1438-11.
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
3
Standards volume information, refer to the standard’s Document Summary page on Available fromAmerican Concrete Institute (ACI), P.O. Box 9094, Farmington
the ASTM website. Hills, MI 48333-9094, http://www.concrete.org.
*A Summary of Changes section appears at the end of this standard.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
1

---------------------- Page: 1 ----------------------
C1438 – 11
6. Physical and Mechanical Properties identification of each shipment, in a suitable building that will
protect the polymer modifier from dampness and freezing, and
6.1 The polymer modifier shall produce test mortar or test
in accordance with manufacturer’s recommendations.
concrete which conforms to the requirements listed in Table 1
for the type specified.
9. Sampling and Inspection
7. Lot Uniformity and Equivalence
9.1 The supplier shall provide facilities for proper sampling
7.1 When specified by the purchaser, the uniformity of a lot,
of the product as specified by th
...

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.
´1
Designation:C1438–99 (Reapproved 2005) Designation: C1438 – 11
Standard Specification for
Latex and Powder Polymer Modifiers forin Hydraulic
1
Cement Concrete and Mortar
This standard is issued under the fixed designation C1438; 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.
1
´ NOTE—Paragraphs 1.2 and 1.3 were revised editorially November 2005.
1. Scope*
1.1 This specification covers performance criteria for latexes and redispersible powders when used as modifiers in hydraulic
cement concretes and mortars to improve adhesion and reduce permeability (see Note 1).
NOTE 1—For further information concerning theory, benefits, limitations, and applications of polymer-modified hydraulic cementitious mixtures, refer
to ACI 548.3R-95548.3R-09.
1.2The1.2 The performance criteria are based on certain property changes that are achieved by use of the polymer modifier
when compared to reference concrete or mortar (Test Methods C1439).
1.3Prepackaged,1.3 Prepackaged, proprietary mortar products are not included in this specification. Also, this specification
covers only those materials contained in the reference or test mixtures listed in Test Methods C1439.
1.4 The values stated in SI units are to be regarded as standard.
1.5 The following precautionary statement pertains only to the test method portion, Section 10, of this specification: 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.
2. Referenced Documents
2
2.1 ASTM Standards:
C125 Terminology Relating to Concrete and Concrete Aggregates
C494/C494M Specification for Chemical Admixtures for Concrete
C1439 Test Methods for Evaluating Polymer Modifiers in Mortar and Concrete
2.2 ACI Standard:
3
ACI 548.3R-95State-of-the-Art Report on Polymer-Modified ConcreteACI 548.3R-09 Report on Polymer-Modified Concrete
3. Terminology
3.1 Definitions of Terms Specific to This Standard—Terms used in this specification are defined in Terminology C125 or in this
section.
3.1.1 latex, n—a dispersion of organic polymer particles in water.
3.1.2 polymer-modified concrete or mortar, n—a hydraulic cement concrete or mortar containing a polymer modifier.
3.1.3 polymer modifier, n—latex or redispersible powder formulated for use with hydraulic cements.
3.1.4 redispersible powder, n—powder that redisperses in water to form a latex.
3.1.5 reference concrete or mortar, n—concrete or mortar having the amounts of cement and aggregates given in Test Methods
C1439 and having an amount of water to achieve the specified slump or flow.
3.1.6 test concrete or mortar, n—concrete or mortar containing a polymer modifier and having the same composition (except
for water content) and slump or flow as the reference concrete or mortar.
1
This specification is under the jurisdiction of ASTM Committee C09 on Concrete and Concrete Aggregates and is the direct responsibility of Subcommittee C09.44 on
Polymer-Modified Concrete.
on Polymer-Modified Concrete
Current edition approved Nov. 1, 2005. Published January 2006. Originally approved in 1999. Last previous edition approved in 1999 as C1438–99
and Mortars.
´1
Current edition approved June 15, 2011. Published July 2011. Originally approved in 1999. Last previous edition approved in 2005 as C1438–99(2005) . DOI:
10.1520/C1438-99R05E01. DOI: 10.1520/C1438-11.
2
For referencedASTM standards, visit theASTM website, www.astm.org, or contactASTM Customer Service at service@astm.org. For Annual Book of ASTM Standards
volume information, refer to the standard’s Document Summary page on the ASTM website.
3
Available from American Concrete Institute (ACI), P.O. Box 9094, Farmington Hills, MI 48333-9094, http://www.concrete.org.
*A Summary of Changes section appears at the end of this standard.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
1

---------------------- Page: 1 ----------------------
C1438 – 11
4. Classification
4.1 Polymer modifiers are classified into two product types:
4.1.1 Type I—For use in areas not exposed to moisture.
4.1.2 Type II—For general use.
5. Ordering Information
5.1 The purchaser shal
...

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