Standard Test Method for Air Content of Freshly Mixed Concrete by the Volumetric Method

SIGNIFICANCE AND USE
3.1 This test method covers the determination of the air content of freshly mixed concrete. It measures the air contained in the mortar fraction of the concrete, but is not affected by air that may be present inside porous aggregate particles.  
3.1.1 Therefore, this is the appropriate test to determine the air content of concretes containing lightweight aggregates, air-cooled slag, and highly porous or vesicular natural aggregates.  
3.2 This test method requires the addition of sufficient isopropyl alcohol, when the meter is initially being filled with water, so that after the first or subsequent rollings little or no foam collects in the neck of the top section of the meter. If more foam is present than that equivalent to 2 % air above the water level, the test is declared invalid and must be repeated using a larger quantity of alcohol. Addition of alcohol to dispel foam any time after the initial filling of the meter to the zero mark is not permitted.  
3.3 The air content of hardened concrete may be either higher or lower than that determined by this test method. This depends upon the methods and amounts of consolidation effort applied to the concrete from which the hardened concrete specimen is taken; uniformity and stability of the air bubbles in the fresh and hardened concrete; accuracy of the microscopic examination, if used; time of comparison; environmental exposure; stage in the delivery, placement and consolidation processes at which the air content of the unhardened concrete is determined, that is, before or after the concrete goes through a pump; and other factors.
SCOPE
1.1 This test method covers determination of the air content of freshly mixed concrete containing any type of aggregate, whether it be dense, cellular, or lightweight.  
1.2 The values stated in either SI units or inch-pound units are to be regarded separately as standard. The inch-pound units are shown in brackets. 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.  
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 and health 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)

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Publication Date
31-Jan-2016
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Standards Content (Sample)

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: C173/C173M − 16
Standard Test Method for
Air Content of Freshly Mixed Concrete by the Volumetric
1
Method
This standard is issued under the fixed designation C173/C173M; 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* C173/C173M Test Method forAir Content of Freshly Mixed
Concrete by the Volumetric Method
1.1 This test method covers determination of the air content
C231 Test Method for Air Content of Freshly Mixed Con-
of freshly mixed concrete containing any type of aggregate,
crete by the Pressure Method
whether it be dense, cellular, or lightweight.
C670 Practice for Preparing Precision and Bias Statements
1.2 The values stated in either SI units or inch-pound units
for Test Methods for Construction Materials
are to be regarded separately as standard.The inch-pound units
C1064/C1064M Test Method for Temperature of Freshly
are shown in brackets. The values stated in each system may
Mixed Hydraulic-Cement Concrete
not be exact equivalents; therefore, each system shall be used
independently of the other. Combining values from the two
3. Significance and Use
systems may result in non-conformance with the standard.
1.3 This standard does not purport to address all of the
3.1 This test method covers the determination of the air
safety concerns, if any, associated with its use. It is the
contentoffreshlymixedconcrete.Itmeasurestheaircontained
responsibility of the user of this standard to establish appro-
in the mortar fraction of the concrete, but is not affected by air
priate safety and health practices and determine the applica-
that may be present inside porous aggregate particles.
bility of regulatory limitations prior to use. (Warning—Fresh
3.1.1 Therefore, this is the appropriate test to determine the
hydraulic cementitious mixtures are caustic and may cause
air content of concretes containing lightweight aggregates,
2
chemical burns to skin and tissue upon prolonged exposure. )
air-cooled slag, and highly porous or vesicular natural aggre-
gates.
2. Referenced Documents
3
2.1 ASTM Standards: 3.2 This test method requires the addition of sufficient
C29/C29M Test Method for Bulk Density (“Unit Weight”) isopropyl alcohol, when the meter is initially being filled with
and Voids in Aggregate
water, so that after the first or subsequent rollings little or no
C31/C31M Practice for Making and Curing Concrete Test
foam collects in the neck of the top section of the meter. If
Specimens in the Field
more foam is present than that equivalent to 2 % air above the
C138/C138M Test Method for Density (Unit Weight),Yield,
water level, the test is declared invalid and must be repeated
and Air Content (Gravimetric) of Concrete
using a larger quantity of alcohol.Addition of alcohol to dispel
C143/C143M Test Method for Slump of Hydraulic-Cement
foam any time after the initial filling of the meter to the zero
Concrete
mark is not permitted.
C172 Practice for Sampling Freshly Mixed Concrete
3.3 The air content of hardened concrete may be either
higher or lower than that determined by this test method. This
1
This test method is under the jurisdiction of ASTM Committee C09 on
depends upon the methods and amounts of consolidation effort
Concrete and ConcreteAggregates and is the direct responsibility of Subcommittee
applied to the concrete from which the hardened concrete
C09.60 on Testing Fresh Concrete.
Current edition approved Feb. 1, 2016. Published March 2016. Originally specimenistaken;uniformityandstabilityoftheairbubblesin
approved in 1942. Last previous edition approved in 2014 as C173/C173M – 14.
the fresh and hardened concrete; accuracy of the microscopic
DOI: 10.1520/C0173_C0173M-16.
examination, if used; time of comparison; environmental
2
Section on Safety Precautions, Manual of Aggregate and Concrete Testing,
Annual Book of ASTM Standards, Vol 04.02. exposure; stage in the delivery, placement and consolidation
3
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
processes at which the air content of the unhardened concrete
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
is determined, that is, before or after the concrete goes through
Standards volume information, refer to the standard’s Document Summary page on
the ASTM website. a pump; and other factors.
*A Summary of Changes section appears at 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.
Designation: C173/C173M − 14 C173/C173M − 16
Standard Test Method for
Air Content of Freshly Mixed Concrete by the Volumetric
1
Method
This standard is issued under the fixed designation C173/C173M; 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 This test method covers determination of the air content of freshly mixed concrete containing any type of aggregate, whether
it be dense, cellular, or lightweight.
1.2 The values stated in either SI units or inch-pound units are to be regarded separately as standard. The inch-pound units are
shown in brackets. 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.
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 and health 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
2
tissue upon prolonged exposure. )
2. Referenced Documents
3
2.1 ASTM Standards:
C29/C29M Test Method for Bulk Density (“Unit Weight”) and Voids in Aggregate
C31/C31M Practice for Making and Curing Concrete Test Specimens in the Field
C138/C138M Test Method for Density (Unit Weight), Yield, and Air Content (Gravimetric) of Concrete
C143/C143M Test Method for Slump of Hydraulic-Cement Concrete
C172 Practice for Sampling Freshly Mixed Concrete
C173/C173M Test Method for Air Content of Freshly Mixed Concrete by the Volumetric Method
C231 Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method
C670 Practice for Preparing Precision and Bias Statements for Test Methods for Construction Materials
C1064/C1064M Test Method for Temperature of Freshly Mixed Hydraulic-Cement Concrete
3. Significance and Use
3.1 This test method covers the determination of the air content of freshly mixed concrete. It measures the air contained in the
mortar fraction of the concrete, but is not affected by air that may be present inside porous aggregate particles.
3.1.1 Therefore, this is the appropriate test to determine the air content of concretes containing lightweight aggregates,
air-cooled slag, and highly porous or vesicular natural aggregates.
3.2 This test method requires the addition of sufficient isopropyl alcohol, when the meter is initially being filled with water, so
that after the first or subsequent rollings little or no foam collects in the neck of the top section of the meter. If more foam is present
than that equivalent to 2 % air above the water level, the test is declared invalid and must be repeated using a larger quantity of
alcohol. Addition of alcohol to dispel foam any time after the initial filling of the meter to the zero mark is not permitted.
1
This test method is under the jurisdiction of ASTM Committee C09 on Concrete and Concrete Aggregates and is the direct responsibility of Subcommittee C09.60 on
Testing Fresh Concrete.
Current edition approved Jan. 1, 2014Feb. 1, 2016. Published February 2014March 2016. Originally approved in 1942. Last previous edition approved in 20122014 as
C173/C173M – 12.14. DOI: 10.1520/C0173_C0173M-14.10.1520/C0173_C0173M-16.
2
Section on Safety Precautions, Manual of Aggregate and Concrete Testing, Annual Book of ASTM Standards, Vol 04.02.
3
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 ----------------------
C173/C173M − 16
3.3 The air content of hardened concrete may be either higher or lower than that determined by this test method. This depends
upon the methods and amounts of consolidation effort applied to the concrete from wh
...

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: C173/C173M − 16
Standard Test Method for
Air Content of Freshly Mixed Concrete by the Volumetric
1
Method
This standard is issued under the fixed designation C173/C173M; 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* C173/C173M Test Method for Air Content of Freshly Mixed
Concrete by the Volumetric Method
1.1 This test method covers determination of the air content
C231 Test Method for Air Content of Freshly Mixed Con-
of freshly mixed concrete containing any type of aggregate,
crete by the Pressure Method
whether it be dense, cellular, or lightweight.
C670 Practice for Preparing Precision and Bias Statements
1.2 The values stated in either SI units or inch-pound units
for Test Methods for Construction Materials
are to be regarded separately as standard. The inch-pound units
C1064/C1064M Test Method for Temperature of Freshly
are shown in brackets. The values stated in each system may
Mixed Hydraulic-Cement Concrete
not be exact equivalents; therefore, each system shall be used
independently of the other. Combining values from the two
3. Significance and Use
systems may result in non-conformance with the standard.
1.3 This standard does not purport to address all of the
3.1 This test method covers the determination of the air
safety concerns, if any, associated with its use. It is the
content of freshly mixed concrete. It measures the air contained
responsibility of the user of this standard to establish appro-
in the mortar fraction of the concrete, but is not affected by air
priate safety and health practices and determine the applica-
that may be present inside porous aggregate particles.
bility of regulatory limitations prior to use. (Warning—Fresh
3.1.1 Therefore, this is the appropriate test to determine the
hydraulic cementitious mixtures are caustic and may cause
air content of concretes containing lightweight aggregates,
2
chemical burns to skin and tissue upon prolonged exposure. )
air-cooled slag, and highly porous or vesicular natural aggre-
gates.
2. Referenced Documents
3
2.1 ASTM Standards: 3.2 This test method requires the addition of sufficient
C29/C29M Test Method for Bulk Density (“Unit Weight”)
isopropyl alcohol, when the meter is initially being filled with
and Voids in Aggregate
water, so that after the first or subsequent rollings little or no
C31/C31M Practice for Making and Curing Concrete Test
foam collects in the neck of the top section of the meter. If
Specimens in the Field
more foam is present than that equivalent to 2 % air above the
C138/C138M Test Method for Density (Unit Weight), Yield,
water level, the test is declared invalid and must be repeated
and Air Content (Gravimetric) of Concrete
using a larger quantity of alcohol. Addition of alcohol to dispel
C143/C143M Test Method for Slump of Hydraulic-Cement
foam any time after the initial filling of the meter to the zero
Concrete
mark is not permitted.
C172 Practice for Sampling Freshly Mixed Concrete
3.3 The air content of hardened concrete may be either
higher or lower than that determined by this test method. This
1
This test method is under the jurisdiction of ASTM Committee C09 on
depends upon the methods and amounts of consolidation effort
Concrete and Concrete Aggregates and is the direct responsibility of Subcommittee
applied to the concrete from which the hardened concrete
C09.60 on Testing Fresh Concrete.
specimen is taken; uniformity and stability of the air bubbles in
Current edition approved Feb. 1, 2016. Published March 2016. Originally
approved in 1942. Last previous edition approved in 2014 as C173/C173M – 14.
the fresh and hardened concrete; accuracy of the microscopic
DOI: 10.1520/C0173_C0173M-16.
2 examination, if used; time of comparison; environmental
Section on Safety Precautions, Manual of Aggregate and Concrete Testing,
Annual Book of ASTM Standards, Vol 04.02. exposure; stage in the delivery, placement and consolidation
3
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
processes at which the air content of the unhardened concrete
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
is determined, that is, before or after the concrete goes through
Standards volume information, refer to the standard’s Document Summary page on
the ASTM website. a pump; and other factors.
*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. Uni
...

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