Standard Terminology Relating to Concrete and Concrete Aggregates

SCOPE
1.1 This standard is a compilation of definitions of terms as they are used in standards under the jurisdiction of Committee C09.  
1.2 Other terminology under the jurisdiction of Committee C09 is included in two specialized standards. Terms relating to constituents of concrete aggregates are defined in Descriptive Nomenclature C294. Terms relating to constituents of aggregates for radiation-shielding concrete are defined in Descriptive Nomenclature C638.  
1.3 Related terminology for hydraulic cement is included in Terminology C219. Additionally, the American Concrete Institute (ACI) has a standard terminology for the concrete industry.2 In the event of conflict between definitions in Terminology C125 and definitions in the ACI standard terminology or in Terminology C219, definitions in Terminology C125 shall govern for Committee C09 standards.  
1.4 When a term is used in an ASTM standard for which Committee C09 is responsible, it is included herein only if used in more than one Committee C09 standard.
Note 1: The subcommittee responsible for this standard will review definitions on a five-year basis to determine if the definition is still appropriate as stated. Revisions will be made when determined necessary. The year shown in parentheses at the end of a definition indicates the year the definition or revision to the definition was approved. A letter R and a year indicate when the definition was reviewed. No date indicates the term has not yet been reviewed.

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Historical
Publication Date
31-Jul-2014
Drafting Committee
Current Stage
Ref Project

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NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.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: C125 − 14
StandardTerminology Relating to
1
Concrete and Concrete Aggregates
This standard is issued under the fixed designation C125; 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* C143/C143M Test Method for Slump of Hydraulic-Cement
Concrete
1.1 This standard is a compilation of definitions of terms as
C219 Terminology Relating to Hydraulic Cement
they are used in standards under the jurisdiction of Committee
C294 Descriptive Nomenclature for Constituents of Con-
C09.
crete Aggregates
1.2 Other terminology under the jurisdiction of Committee
C403/C403M Test Method for Time of Setting of Concrete
C09 is included in two specialized standards. Terms relating to
Mixtures by Penetration Resistance
constituents of concrete aggregates are defined in Descriptive
C494/C494M Specification for Chemical Admixtures for
Nomenclature C294. Terms relating to constituents of aggre-
Concrete
gates for radiation-shielding concrete are defined in Descrip-
C511 Specification for Mixing Rooms, Moist Cabinets,
tive Nomenclature C638.
Moist Rooms, and Water Storage Tanks Used in the
Testing of Hydraulic Cements and Concretes
1.3 Related terminology for hydraulic cement is included in
Terminology C219.Additionally, theAmerican Concrete Insti- C638 Descriptive Nomenclature of Constituents of Aggre-
gates for Radiation-Shielding Concrete
tute (ACI) has a standard terminology for the concrete indus-
2
try. IntheeventofconflictbetweendefinitionsinTerminology C939 Test Method for Flow of Grout for Preplaced-
Aggregate Concrete (Flow Cone Method)
C125 and definitions in the ACI standard terminology or in
Terminology C219, definitions in Terminology C125 shall C1074 Practice for Estimating Concrete Strength by the
Maturity Method
govern for Committee C09 standards.
C1077 Practice forAgencies Testing Concrete and Concrete
1.4 When a term is used in an ASTM standard for which
Aggregates for Use in Construction and Criteria for
CommitteeC09isresponsible,itisincludedhereinonlyifused
Testing Agency Evaluation
in more than one Committee C09 standard.
C1240 Specification for Silica Fume Used in Cementitious
NOTE 1—The subcommittee responsible for this standard will review
Mixtures
definitions on a five-year basis to determine if the definition is still
appropriate as stated. Revisions will be made when determined necessary.
C1437 Test Method for Flow of Hydraulic Cement Mortar
The year shown in parentheses at the end of a definition indicates the year
C1610/C1610M Test Method for Static Segregation of Self-
the definition or revision to the definition was approved. A letter R and a
Consolidating Concrete Using Column Technique
year indicate when the definition was reviewed. No date indicates the term
C1611/C1611M Test Method for Slump Flow of Self-
has not yet been reviewed.
Consolidating Concrete
E135 Terminology Relating to Analytical Chemistry for
2. Referenced Documents
3 Metals, Ores, and Related Materials
2.1 ASTM Standards:
C94/C94M Specification for Ready-Mixed Concrete
3. Terms and Their Definitions
absorption, n—the process by which a liquid is drawn into and
1
This terminology is under the jurisdiction of ASTM Committee C09 on
tends to fill permeable pores in a porous solid body; also, the
Concrete and ConcreteAggregates and is the direct responsibility of Subcommittee
increase in mass of a porous solid body resulting from the
C09.91 on Terminology.
Current edition approved Aug. 1, 2014. Published August 2014. Originally penetration of a liquid into its permeable pores. (R2008)
approved in 1936. Last previous edition approved in 2013 as C125–13b. DOI:
DISCUSSION—In the case of concrete and concrete aggregates, unless
10.1520/C0125-14.
otherwise stated, the liquid involved is water, the increase in mass is
2
Available fromAmerican Concrete Institute (ACI), P.O. Box 9094, Farmington
that which does not include water adhering to the outside surface, the
Hills, MI 48333-9094, http://www.terminology.concrete.org.
increase in mass is expressed as a percentage of the dry mass of the
3
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
body and the body is considered to be “dry” when it has been treated
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
by an appropriate process to remove uncombined water, such as drying
Standards volume information, refer to the standard’s Document Summary page on
the ASTM website. to constant mass at a temperature between 100 and 110°C.
*A Summary of Changes sect
...

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: C125 − 13b C125 − 14
Standard Terminology Relating to
1
Concrete and Concrete Aggregates
This standard is issued under the fixed designation C125; 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 standard is a compilation of definitions of terms as they are used in standards under the jurisdiction of Committee C09.
1.2 Other terminology under the jurisdiction of Committee C09 is included in two specialized standards. Terms relating to
constituents of concrete aggregates are defined in Descriptive Nomenclature C294. Terms relating to constituents of aggregates for
radiation-shielding concrete are defined in Descriptive Nomenclature C638.
1.3 Related terminology for hydraulic cement is included in Terminology C219. Additionally, the American Concrete Institute
2
has an electronic document,(ACI) has a standard terminology ACI Concrete Terminology,for the concrete industry. which is
updated periodically. While this ACI Terminology is a useful resource, it shall not be referenced directly in ASTM standards
because it is not a consensus document. The use of individual ACI or other definitions in ASTM standardsIn the event of conflict
between definitions in Terminology C125 shall be in accordance withand definitions in the ACI Form and Style,standard
terminology or Section E5.9,in Terminology C219Attributions., definitions in Terminology C125 shall govern for Committee C09
standards.
1.4 When a term is used in an ASTM standard for which Committee C09 is responsible, it is included herein only if used in
more than one Committee C09 standard.
NOTE 1—The subcommittee responsible for this standard will review definitions on a five-year basis to determine if the definition is still appropriate
as stated. Revisions will be made when determined necessary. The year shown in parentheses at the end of a definition indicates the year the definition
or revision to the definition was approved. A letter R and a year indicate when the definition was reviewed. No date indicates the term has not yet been
reviewed.
2. Referenced Documents
3
2.1 ASTM Standards:
C94/C94M Specification for Ready-Mixed Concrete
C143/C143M Test Method for Slump of Hydraulic-Cement Concrete
C219 Terminology Relating to Hydraulic Cement
C294 Descriptive Nomenclature for Constituents of Concrete Aggregates
C403/C403M Test Method for Time of Setting of Concrete Mixtures by Penetration Resistance
C494/C494M Specification for Chemical Admixtures for Concrete
C511 Specification for Mixing Rooms, Moist Cabinets, Moist Rooms, and Water Storage Tanks Used in the Testing of Hydraulic
Cements and Concretes
C638 Descriptive Nomenclature of Constituents of Aggregates for Radiation-Shielding Concrete
C939 Test Method for Flow of Grout for Preplaced-Aggregate Concrete (Flow Cone Method)
C1074 Practice for Estimating Concrete Strength by the Maturity Method
C1077 Practice for Agencies Testing Concrete and Concrete Aggregates for Use in Construction and Criteria for Testing Agency
Evaluation
C1240 Specification for Silica Fume Used in Cementitious Mixtures
C1437 Test Method for Flow of Hydraulic Cement Mortar
1
This terminology is under the jurisdiction of ASTM Committee C09 on Concrete and Concrete Aggregates and is the direct responsibility of Subcommittee C09.91 on
Terminology.
Current edition approved Dec. 15, 2013Aug. 1, 2014. Published January 2014August 2014. Originally approved in 1936. Last previous edition approved in 2013 as
C125–13a.–13b. DOI: 10.1520/C0125-13b.10.1520/C0125-14.
2
Available from American Concrete Institute (ACI), P.O. Box 9094, Farmington Hills, MI 48333-9094, http://www.terminology.concrete.org.
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

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C125 − 14
C1610/C1610M Test Method for Static Segregation of Self-Consolidating Concrete
...

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