Standard Test Method for Air-Entraining Admixtures for Concrete

SIGNIFICANCE AND USE
3.1 This test method is used to develop data for comparison with the requirements of Specification C260. These tests are based on arbitrary stipulations permitting highly standardized testing in the laboratory, and are not intended to simulate actual job conditions.
SCOPE
1.1 This test method covers the testing of materials proposed for use as air-entraining admixtures in the field.  
1.2 The text of this test method references notes and footnotes which provide explanatory material. These notes and footnotes (excluding those in tables and figures) shall not be considered as requirements of the standard.  
1.3 The values stated in either SI units or inch-pound units are to be regarded separately as standard. The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other. Combining values from the two systems may result in non-conformance with the standard. Some values have only SI units because the inch-pound equivalents are not used in practice.
Note 1: Sieve size is identified by its standard designation in Specification E11. The alternative designation given in parentheses is for information only and does not represent a different standard sieve size.  
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.

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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NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.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: C233/C233M − 14
Standard Test Method for
1
Air-Entraining Admixtures for Concrete
This standard is issued under the fixed designation C233/C233M; 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.
1. Scope* C150Specification for Portland Cement
C157/C157MTest Method for Length Change of Hardened
1.1 This test method covers the testing of materials pro-
Hydraulic-Cement Mortar and Concrete
posed for use as air-entraining admixtures in the field.
C172Practice for Sampling Freshly Mixed Concrete
1.2 The text of this test method references notes and
C173/C173MTestMethodforAirContentofFreshlyMixed
footnotes which provide explanatory material.These notes and
Concrete by the Volumetric Method
footnotes (excluding those in tables and figures) shall not be
C185Test Method for Air Content of Hydraulic Cement
considered as requirements of the standard.
Mortar
1.3 The values stated in either SI units or inch-pound units C192/C192MPracticeforMakingandCuringConcreteTest
Specimens in the Laboratory
are to be regarded separately as standard. The values stated in
each system may not be exact equivalents; therefore, each C231Test Method for Air Content of Freshly Mixed Con-
crete by the Pressure Method
system shall be used independently of the other. Combining
values from the two systems may result in non-conformance C232Test Methods for Bleeding of Concrete
C260Specification for Air-Entraining Admixtures for Con-
with the standard. Some values have only SI units because the
inch-pound equivalents are not used in practice. crete
NOTE 1—Sieve size is identified by its standard designation in Speci- C403/C403MTest Method for Time of Setting of Concrete
fication E11. The alternative designation given in parentheses is for
Mixtures by Penetration Resistance
information only and does not represent a different standard sieve size.
C666/C666MTest Method for Resistance of Concrete to
1.4 This standard does not purport to address all of the
Rapid Freezing and Thawing
safety concerns, if any, associated with its use. It is the
C670Practice for Preparing Precision and Bias Statements
responsibility of the user of this standard to establish appro-
for Test Methods for Construction Materials
priate safety and health practices and determine the applica-
D75Practice for Sampling Aggregates
bility of regulatory limitations prior to use.
D1193Specification for Reagent Water
E11Specification forWovenWireTest Sieve Cloth andTest
2. Referenced Documents
Sieves
2
2.1 ASTM Standards:
E70Test Method for pH of Aqueous Solutions With the
C33Specification for Concrete Aggregates
Glass Electrode
C39/C39MTest Method for Compressive Strength of Cylin-
2.2 ACI Standards:
drical Concrete Specimens
ACI 211.1Recommended Practice for Selecting Proportions
3
C78Test Method for Flexural Strength of Concrete (Using
for Normal, Heavyweight, and Mass Concrete
Simple Beam with Third-Point Loading)
3. Significance and Use
C136Test Method for Sieve Analysis of Fine and Coarse
Aggregates
3.1 This test method is used to develop data for comparison
C143/C143MTest Method for Slump of Hydraulic-Cement
with the requirements of Specification C260. These tests are
Concrete
based on arbitrary stipulations permitting highly standardized
testinginthelaboratory,andarenotintendedtosimulateactual
1 job conditions.
This test method is under the jurisdiction of ASTM Committee C09 on
Concrete and ConcreteAggregatesand is the direct responsibility of Subcommittee
C09.23 on Chemical Admixtures. 4. Materials
Current edition approved Oct. 1, 2014. Published November 2014. Originally
4.1 Cement—The cement used in any series of tests shall be
approved in 1949. Last previous edition approved in 2011 as C233/C233M–11.
DOI: 10.1520/C0233_C0233M-14. either the cement proposed for specific work in accordance
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 American Concrete Institute Manual of Concrete Practice, Part 1, pp. 211-1 to
the ASTM website. 211-38 (1993).
*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 ----------------------
C233/C233M − 14
NOTE 4—All of the results required for demonstrating compliance
with 4.4, a Type I or Type II cement conforming to Specifica-
under this specification are dependent on the uniformity of the aggregat
...

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: C233/C233M − 11 C233/C233M − 14
Standard Test Method for
1
Air-Entraining Admixtures for Concrete
This standard is issued under the fixed designation C233/C233M; 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*
1.1 This test method covers the testing of materials proposed for use as air-entraining admixtures in the field.
1.2 The text of this test method references notes and footnotes which provide explanatory material. These notes and footnotes
(excluding those in tables and figures) shall not be considered as requirements of the standard.
1.3 The values stated in either SI units or inch-pound units are to be regarded separately as standard. The values stated in each
system may not be exact equivalents; therefore, each system shall be used independently of the other. Combining values from the
two systems may result in non-conformance with the standard. Some values have only SI units because the inch-pound equivalents
are not used in practice.
NOTE 1—Sieve size is identified by its standard designation in Specification E11. The alternative designation given in parentheses is for information
only and does not represent a different standard sieve size.
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.
2. Referenced Documents
2
2.1 ASTM Standards:
C33 Specification for Concrete Aggregates
C39/C39M Test Method for Compressive Strength of Cylindrical Concrete Specimens
C78 Test Method for Flexural Strength of Concrete (Using Simple Beam with Third-Point Loading)
C136 Test Method for Sieve Analysis of Fine and Coarse Aggregates
C143/C143M Test Method for Slump of Hydraulic-Cement Concrete
C150 Specification for Portland Cement
C157/C157M Test Method for Length Change of Hardened Hydraulic-Cement Mortar and Concrete
C172 Practice for Sampling Freshly Mixed Concrete
C173/C173M Test Method for Air Content of Freshly Mixed Concrete by the Volumetric Method
C185 Test Method for Air Content of Hydraulic Cement Mortar
C192/C192M Practice for Making and Curing Concrete Test Specimens in the Laboratory
C231 Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method
C232 Test Methods for Bleeding of Concrete
C260 Specification for Air-Entraining Admixtures for Concrete
C403/C403M Test Method for Time of Setting of Concrete Mixtures by Penetration Resistance
C666/C666M Test Method for Resistance of Concrete to Rapid Freezing and Thawing
C670 Practice for Preparing Precision and Bias Statements for Test Methods for Construction Materials
D75 Practice for Sampling Aggregates
D1193 Specification for Reagent Water
E11 Specification for Woven Wire Test Sieve Cloth and Test Sieves
E70 Test Method for pH of Aqueous Solutions With the Glass Electrode
1
This test method is under the jurisdiction of ASTM Committee C09 on Concrete and Concrete Aggregatesand is the direct responsibility of Subcommittee C09.23 on
Chemical Admixtures.
Current edition approved Oct. 1, 2011Oct. 1, 2014. Published November 2011November 2014. Originally approved in 1949. Last previous edition approved in 20102011
as C233C233/C233M–10a.–11. DOI: 10.1520/C0233_C0233M-11.10.1520/C0233_C0233M-14.
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’s Document Summary page on the ASTM website.
*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 ----------------------
C233/C233M − 14
2.2 ACI Standards:
3
ACI 211.1 Recommended Practice for Selecting Proportions for Normal, Heavyweight, and Mass Concrete
3. Significance and Use
3.1 This test method is used to develop data for comparison with the requirements of Specification C260. These tests are based
on arbitrary stipulations permitting highly standardized testing in the laboratory, and are not intended to simulate actual job
conditions.
4. Materials
4.1 Cement—T
...

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