ASTM C979/C979M-16
(Specification)Standard Specification for Pigments for Integrally Colored Concrete
Standard Specification for Pigments for Integrally Colored Concrete
ABSTRACT
This specification covers the basic requirement for colored and white pigments in powder form to be used as admixtures in concrete for the purpose of producing integrally colored concrete. Where the pigments are a constituent of a multicomponent admixture, this specification applies to the pigment constituent of the admixture. This specification does not include the determination of pigment stability when elevated temperature using low-pressure (atmospheric) or high-pressure (autoclave) steam is used to accelerate the curing process. Cement (either Type I or Type II), aggregates, and admixtures materials shall be subjected to the following test methods: water wettability; alkali resistance; percentage of sulfates; water solubility; atmospheric curing stability; light resistance; effects on concrete, which include preparation of mixtures, making and curing, time of setting, air content, and compressive strength; and color match of shipment.
SCOPE
1.1 This specification covers the basic requirement for colored and white pigments in powder form to be used as admixtures in concrete for the purpose of producing integrally colored concrete. Where the pigments are a constituent of a multicomponent admixture, this specification applies to the pigment constituent of the admixture. This specification is not intended to establish compatibility of pigments with any other concrete admixtures unless they are tested in combination in accordance with 4.7.
1.2 This specification does not include the determination of pigment stability when elevated temperature using low-pressure (atmospheric) or high-pressure (autoclave) steam is used to accelerate the curing process.
1.3 In addition to tests defining the pigments themselves, a limited number of tests on concrete are included to define the effects on setting times, air content, and compressive strength. If more extensive information is required for a particular job, additional testing criteria and procedures should be agreed upon between the seller and user.
1.4 The maximum prescribed dosage rate of a pigment, established in accordance with 4.7, shall be equal to or less than 10 mass % of cement. When a combination of pigments is used to produce the desired color and color intensity, the total dosage rate of all pigments combined shall not exceed any of the individual maximum dosage rates of the component pigments.
1.5 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 inch-pound equivalents are not used in practice.
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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: C979/C979M −16
Standard Specification for
1
Pigments for Integrally Colored Concrete
This standard is issued under the fixed designation C979/C979M; 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 2. Referenced Documents
2
2.1 ASTM Standards:
1.1 This specification covers the basic requirement for
C33/C33M Specification for Concrete Aggregates
colored and white pigments in powder form to be used as
C39/C39M Test Method for Compressive Strength of Cylin-
admixtures in concrete for the purpose of producing integrally
drical Concrete Specimens
colored concrete. Where the pigments are a constituent of a
C125 Terminology Relating to Concrete and Concrete Ag-
multicomponent admixture, this specification applies to the
gregates
pigment constituent of the admixture. This specification is not
C143/C143M Test Method for Slump of Hydraulic-Cement
intended to establish compatibility of pigments with any other
Concrete
concrete admixtures unless they are tested in combination in
C150/C150M Specification for Portland Cement
accordance with 4.7.
C173/C173M Test Method forAir Content of Freshly Mixed
1.2 This specification does not include the determination of
Concrete by the Volumetric Method
pigment stability when elevated temperature using low-
C192/C192M Practice for Making and Curing Concrete Test
pressure (atmospheric) or high-pressure (autoclave) steam is
Specimens in the Laboratory
used to accelerate the curing process.
C231/C231M Test Method forAir Content of Freshly Mixed
Concrete by the Pressure Method
1.3 In addition to tests defining the pigments themselves, a
C260/C260M Specification for Air-Entraining Admixtures
limited number of tests on concrete are included to define the
for Concrete
effects on setting times, air content, and compressive strength.
C403/C403M Test Method for Time of Setting of Concrete
If more extensive information is required for a particular job,
Mixtures by Penetration Resistance
additional testing criteria and procedures should be agreed
D50 Test Methods for ChemicalAnalysis ofYellow, Orange,
upon between the seller and user.
Red, and Brown Pigments Containing Iron and Manga-
nese
1.4 The maximum prescribed dosage rate of a pigment,
D1208 Test Methods for Common Properties of Certain
established in accordance with 4.7, shall be equal to or less
Pigments
than 10 mass % of cement.When a combination of pigments is
D1535 Practice for Specifying Color by the Munsell System
used to produce the desired color and color intensity, the total
G23 Practice for Operating Light-Exposure Apparatus
dosage rate of all pigments combined shall not exceed any of
(Carbon-Arc Type) With and Without Water for Exposure
the individual maximum dosage rates of the component pig-
3
of Nonmetallic Materials (Withdrawn 2000)
ments.
4
2.2 ACI Standards:
1.5 The values stated in either SI units or inch-pound units
211.1-91 (Reapproved 2009) Standard Practice for Selecting
are to be regarded separately as standard. The values stated in
ProportionsforNormal,Heavyweight,andMassConcrete
each system may not be exact equivalents; therefore, each
system shall be used independently of the other. Combining
3. Terminology
values from the two systems may result in non-conformance
3.1 Defintions:
with the standard. Some values have only SI units because
inch-pound equivalents are not used in practice.
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
1
This specification is under the jurisdiction of ASTM Committee C09 on Standards volume information, refer to the standard’s Document Summary page on
Concrete and Concrete Aggregatesand is the direct responsibility of Subcommittee the ASTM website.
3
C09.23 on Chemical Admixtures. The last approved version of this historical standard is referenced on
Current edition approved Jan. 1, 2016. Published March 2016. Originally www.astm.org.
4
approved in 1982. Last previous edition approved in 2010 as C979/C979M – 10. Available fromAmerican Concrete Institute (ACI), P.O. Box 9094, Farmington
DOI: 10.1520/C0979_C0979M–16. Hills, MI 48333-9094, http://www.concrete.org.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
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C979/C979M − 16
3.2 For definitions of terms used in this specification, refer th
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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: C979/C979M − 10 C979/C979M − 16
Standard Specification for
1
Pigments for Integrally Colored Concrete
This standard is issued under the fixed designation C979/C979M; 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 specification covers the basic requirement for colored and white pigments in powder form to be used as admixtures
in concrete for the purpose of producing integrally colored concrete. Where the pigments are a constituent of a multicomponent
admixture, this specification applies to the pigment constituent of the admixture. This specification is not intended to establish
compatibility of pigments with any other concrete admixtures unless they are tested in combination in accordance with 4.7.
1.2 This specification does not include the determination of pigment stability when elevated temperature using low-pressure
(atmospheric) or high-pressure (autoclave) steam is used to accelerate the curing process.
1.3 In addition to tests defining the pigments themselves, a limited number of tests on concrete are included to define the effects
on setting times, air content, and compressive strength. If more extensive information is required for a particular job, additional
testing criteria and procedures should be agreed upon between the seller and user.
1.4 The maximum prescribed dosage rate of a pigment, established in accordance with 4.7, shall be equal to or less than 10
mass % of cement. When a combination of pigments is used to produce the desired color and color intensity, the total dosage rate
of all pigments combined shall not exceed any of the individual maximum dosage rates of the component pigments.
1.5 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 inch-pound equivalents
are not used in practice.
2. Referenced Documents
2
2.1 ASTM Standards:
C33C33/C33M Specification for Concrete Aggregates
C39/C39M Test Method for Compressive Strength of Cylindrical Concrete Specimens
C125 Terminology Relating to Concrete and Concrete Aggregates
C143/C143M Test Method for Slump of Hydraulic-Cement Concrete
C150C150/C150M Specification for Portland Cement
C173/C173M Test Method for Air Content of Freshly Mixed Concrete by the Volumetric Method
C192/C192M Practice for Making and Curing Concrete Test Specimens in the Laboratory
C231C231/C231M Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method
C260C260/C260M Specification for Air-Entraining Admixtures for Concrete
C403/C403M Test Method for Time of Setting of Concrete Mixtures by Penetration Resistance
D50 Test Methods for Chemical Analysis of Yellow, Orange, Red, and Brown Pigments Containing Iron and Manganese
D1208 Test Methods for Common Properties of Certain Pigments
D1535 Practice for Specifying Color by the Munsell System
G23 Practice for Operating Light-Exposure Apparatus (Carbon-Arc Type) With and Without Water for Exposure of Nonmetallic
3
Materials (Withdrawn 2000)
1
This specification 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 Dec. 1, 2010Jan. 1, 2016. Published January 2011March 2016. Originally approved in 1982. Last previous edition approved in 20052010 as
C979 – 05.C979/C979M – 10. DOI: 10.1520/C0979_C0979M-10.10.1520/C0979_C0979M–16.
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.
3
The last approved version of this historical standard is referenced on www.astm.org.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1
---------------------- Page: 1 ----------------------
C979/C979M − 16
4
2.2 ACI Standards:
211.1211.1-91 (Reapproved 2009) RecommendedStandard Practice for Selecting Proportions for Normal Normal, Heavywe
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