Standard Specification for Slag Cement for Use in Concrete and Mortars

ABSTRACT
This specification covers three strength grades of finely ground granulated blast-furnace slag (Grades 80, 100, and 120) for use as a cementitious material in concrete and mortars. The slag shall contain no additions and shall conform to the sulfide sulfur and sulfate chemical composition requirement. Physical properties of the slag shall be in accordance with the requirements for fineness as determined by air permeability and air content, slag activity index, and compressive strength.
SCOPE
1.1 This specification covers slag cement for use as a cementitious material in concrete and mortar.  
Note 1: The material described in this specification may be used for blending with portland cement to produce a cement meeting the requirements of Specification C595/C595M or as a separate ingredient in concrete or mortar mixtures. The material may also be useful in a variety of special grouts and mortars, and when used with an appropriate activator, as the principal cementitious material in some applications.
Note 2: Information on technical aspects of the use of the material described in this specification is contained in Appendix X1, Appendix X2, and Appendix X3. More detailed information on that subject is contained in ACI 233R-03.2  
1.2 The values stated in either SI units or inch-pound units are to be regarded separately as standard. Within the text, 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. Values are stated in only SI units when inch-pound units are not used in practice.  
1.3 The text of this standard references notes and footnotes that provide explanatory information. These notes and footnotes (excluding those in tables) shall not be considered as requirements of this standard.  
1.4 The following safety hazards caveat pertains only to the test methods described in 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.

General Information

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Publication Date
14-Dec-2016
Drafting Committee
Current Stage
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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
´1
Designation:C989/C989M −16
Standard Specification for
1
Slag Cement for Use in Concrete and Mortars
This standard is issued under the fixed designation C989/C989M; 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
ε NOTE—Footnote 4 was corrected editorially in March 2017.
1. Scope* standard to establish appropriate safety and health practices
and determine the applicability of regulatory limitations prior
1.1 This specification covers slag cement for use as a
to use.
cementitious material in concrete and mortar.
2. Referenced Documents
NOTE 1—The material described in this specification may be used for
3
blending with portland cement to produce a cement meeting the require-
2.1 ASTM Standards:
ments of Specification C595/C595M or as a separate ingredient in
C109/C109M Test Method for Compressive Strength of
concrete or mortar mixtures. The material may also be useful in a variety
Hydraulic Cement Mortars (Using 2-in. or [50-mm] Cube
of special grouts and mortars, and when used with an appropriate
Specimens)
activator, as the principal cementitious material in some applications.
C114 Test Methods for Chemical Analysis of Hydraulic
NOTE 2—Information on technical aspects of the use of the material
describedinthisspecificationiscontainedinAppendixX1,AppendixX2, Cement
and Appendix X3. More detailed information on that subject is contained
C125 Terminology Relating to Concrete and Concrete Ag-
2
in ACI 233R-03.
gregates
1.2 The values stated in either SI units or inch-pound units
C150/C150M Specification for Portland Cement
are to be regarded separately as standard. Within the text, the C185 Test Method for Air Content of Hydraulic Cement
inch-pound units are shown in brackets. The values stated in
Mortar
each system may not be exact equivalents; therefore, each C188 Test Method for Density of Hydraulic Cement
system shall be used independently of the other. Combining
C204 Test Methods for Fineness of Hydraulic Cement by
values from the two systems may result in non-conformance
Air-Permeability Apparatus
with the standard. Values are stated in only SI units when C430 Test Method for Fineness of Hydraulic Cement by the
inch-pound units are not used in practice.
45-µm (No. 325) Sieve
C452 Test Method for Potential Expansion of Portland-
1.3 The text of this standard references notes and footnotes
Cement Mortars Exposed to Sulfate
that provide explanatory information. These notes and foot-
C465 Specification for Processing Additions for Use in the
notes (excluding those in tables) shall not be considered as
Manufacture of Hydraulic Cements
requirements of this standard.
C595/C595M Specification for Blended Hydraulic Cements
1.4 The following safety hazards caveat pertains only to the
C670 Practice for Preparing Precision and Bias Statements
test methods described in this specification. This standard does
for Test Methods for Construction Materials
not purport to address all of the safety concerns, if any,
C1012/C1012M Test Method for Length Change of
associated with its use. It is the responsibility of the user of this
Hydraulic-Cement Mortars Exposed to a Sulfate Solution
C1038/C1038M Test Method for Expansion of Hydraulic
Cement Mortar Bars Stored in Water
1
C1437 Test Method for Flow of Hydraulic Cement Mortar
This specification is under the jurisdiction of ASTM Committee C09 on
Concrete and ConcreteAggregates and is the direct responsibility of Subcommittee
C1778 Guide for Reducing the Risk of Deleterious Alkali-
C09.27 on Ground Slag.
Aggregate Reaction in Concrete
Current edition approved Dec. 15, 2016. Published January 2017. Originally
approved in 1982. Last previous edition approved in 2014 as C989/C989M – 14.
3
DOI: 10.1520/C0989_C0989M-16E01. For referenced ASTM standards, visit the ASTM website, www.astm.org, or
2
ACI 233R-03 Slag Cement in Concrete and Mortar. Available from American contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
Concrete Institute (ACI), P.O. Box 9094, Farmington Hills, MI 48333-9094, Standards volume information, refer to the standard’s Document Summary page on
http://www.concrete.org. 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 ----------------------
´1
C989/C989M−16
TABLE 2 Chemical Requirements
D3665 Practice for Random Sampling of Construction Ma-
terials Sulfide sulfur (S),
...

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: C989/C989M − 16 C989/C989M − 16
Standard Specification for
1
Slag Cement for Use in Concrete and Mortars
This standard is issued under the fixed designation C989/C989M; 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
ε NOTE—Footnote 4 was corrected editorially in March 2017.
1. Scope*
1.1 This specification covers slag cement for use as a cementitious material in concrete and mortar.
NOTE 1—The material described in this specification may be used for blending with portland cement to produce a cement meeting the requirements
of Specification C595/C595M or as a separate ingredient in concrete or mortar mixtures. The material may also be useful in a variety of special grouts
and mortars, and when used with an appropriate activator, as the principal cementitious material in some applications.
NOTE 2—Information on technical aspects of the use of the material described in this specification is contained in Appendix X1, Appendix X2, and
2
Appendix X3. More detailed information on that subject is contained in ACI 233R-03.
1.2 The values stated in either SI units or inch-pound units are to be regarded separately as standard. Within the text, 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.
Values are stated in only SI units when inch-pound units are not used in practice.
1.3 The text of this standard references notes and footnotes that provide explanatory information. These notes and footnotes
(excluding those in tables) shall not be considered as requirements of this standard.
1.4 The following safety hazards caveat pertains only to the test methods described in 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
3
2.1 ASTM Standards:
C109/C109M Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50-mm] Cube Specimens)
C114 Test Methods for Chemical Analysis of Hydraulic Cement
C125 Terminology Relating to Concrete and Concrete Aggregates
C150/C150M Specification for Portland Cement
C185 Test Method for Air Content of Hydraulic Cement Mortar
C188 Test Method for Density of Hydraulic Cement
C204 Test Methods for Fineness of Hydraulic Cement by Air-Permeability Apparatus
C430 Test Method for Fineness of Hydraulic Cement by the 45-μm (No. 325) Sieve
C452 Test Method for Potential Expansion of Portland-Cement Mortars Exposed to Sulfate
C465 Specification for Processing Additions for Use in the Manufacture of Hydraulic Cements
C595/C595M Specification for Blended Hydraulic Cements
C670 Practice for Preparing Precision and Bias Statements for Test Methods for Construction Materials
C1012/C1012M Test Method for Length Change of Hydraulic-Cement Mortars Exposed to a Sulfate Solution
C1038/C1038M Test Method for Expansion of Hydraulic Cement Mortar Bars Stored in Water
1
This specification is under the jurisdiction of ASTM Committee C09 on Concrete and Concrete Aggregates and is the direct responsibility of Subcommittee C09.27 on
Ground Slag.
Current edition approved Dec. 15, 2016. Published January 2017. Originally approved in 1982. Last previous edition approved in 2014 as C989/C989M – 14. DOI:
10.1520/C0989_C0989M-16.10.1520/C0989_C0989M-16E01.
2
ACI 233R-03 Slag Cement in Concrete and Mortar. Available from American Concrete Institute (ACI), P.O. Box 9094, Farmington Hills, MI 48333-9094,
http://www.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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