Standard Specification for Aggregates for Masonry Grout

ABSTRACT
This specification covers aggregates used for masonry grout. Aggregates should consist of either natural or manufactured sand, used alone or in combination with course aggregates. The course aggregates should be made up of crushed stone, gravel, or processed air-cooled iron blast-furnace slag with suitable particle shapes. Both fine and course aggregates should meet the particle size requirements, contain the right amount of deleterious substances and pass the soundness tests. Fine aggregates should be free from injurious amounts of organic impurities.
SCOPE
1.1 This specification covers aggregate for use in grout for masonry.  
1.2 The values stated in SI units are to be regarded as the standard. The values given in parentheses are for information only.  
1.3 The text of this standard 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 this standard.  
1.4 The following precautionary caveat pertains only to the test methods portion, Section 9 of the standard. 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, health, and environmental practices and determine the applicability of regulatory limitations prior to use.  
1.5 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.

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Publication Date
14-Jan-2024
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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: C404 − 24
Standard Specification for
1
Aggregates for Masonry Grout
This standard is issued under the fixed designation C404; 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* C88/C88M Test Method for Soundness of Aggregates by
Use of Sodium Sulfate or Magnesium Sulfate
1.1 This specification covers aggregate for use in grout for
C117 Test Method for Materials Finer than 75-μm (No. 200)
masonry.
Sieve in Mineral Aggregates by Washing
1.2 The values stated in SI units are to be regarded as the
C123/C123M Test Method for Lightweight Particles in Ag-
standard. The values given in parentheses are for information
gregate
only.
C127 Test Method for Relative Density (Specific Gravity)
3
and Absorption of Coarse Aggregate (Withdrawn 2024)
1.3 The text of this standard references notes and footnotes,
which provide explanatory material. These notes and footnotes C128 Test Method for Relative Density (Specific Gravity)
and Absorption of Fine Aggregate
(excluding those in tables and figures) shall not be considered
as requirements of this standard. C136/C136M Test Method for Sieve Analysis of Fine and
Coarse Aggregates
1.4 The following precautionary caveat pertains only to the
C142/C142M Test Method for Clay Lumps and Friable
test methods portion, Section 9 of the standard. This standard
Particles in Aggregates
does not purport to address all of the safety concerns, if any,
C144 Specification for Aggregate for Masonry Mortar
associated with its use. It is the responsibility of the user of this
C476 Specification for Grout for Masonry
standard to establish appropriate safety, health, and environ-
C1180 Terminology of Mortar and Grout for Unit Masonry
mental practices and determine the applicability of regulatory
D75/D75M Practice for Sampling Aggregates
limitations prior to use.
1.5 This international standard was developed in accor-
3. Terminology
dance with internationally recognized principles on standard-
3.1 For definitions of terms used in this specification, refer
ization established in the Decision on Principles for the
to Terminology C1180.
Development of International Standards, Guides and Recom-
mendations issued by the World Trade Organization Technical
4. General Characteristics
Barriers to Trade (TBT) Committee.
4.1 Aggregates shall consist of natural sand or manufac-
tured sand, used alone or in combination with coarse aggregate
2. Referenced Documents
as described in this specification. Manufactured sand is the
2
2.1 ASTM Standards:
product obtained by crushing stone, gravel, or air-cooled iron
C33/C33M Specification for Concrete Aggregates
blast-furnace slag. Coarse aggregate shall consist of crushed
C40/C40M Test Method for Organic Impurities in Fine
stone, gravel, or air-cooled iron blast-furnace slag processed to
Aggregates for Concrete
assure suitable gradation.
C87/C87M Test Method for Effect of Organic Impurities in
Fine Aggregate on Strength of Mortar NOTE 1—Care should be taken to ensure a suitable particle shape, since
excessive quantities of flat and elongated particles have historically caused
problems with workability.
1
This specification is under the jurisdiction of ASTM Committee C12 on 5. Grading
Mortars and Grouts for Unit Masonry and is the direct responsibility of Subcom-
5.1 Grading shall conform to the requirements in Table 1 or
mittee C12.04 on Specifications for Aggregates for Mortars.
Current edition approved Jan. 15, 2024. Published January 2024. Originally shall comply with the requirements of 5.2.
approved in 1957. Last previous edition approved in 2018 as C404–18. DOI:
NOTE 2—Size No. 1 is that specified for concrete sand in Specification
10.1520/C0404-24.
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 The last approved version of this historical standard is referenced on
the ASTM website. www.astm.org.
*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 ----------------------
C404 − 24
TABLE 1 Grading Requirements
Amounts Finer than Each Laboratory Sieve Designation, weight %
F
...

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: C404 − 18 C404 − 24
Standard Specification for
1
Aggregates for Masonry Grout
This standard is issued under the fixed designation C404; 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 specification covers aggregate for use in grout for masonry.
1.2 The values stated in SI units are to be regarded as the standard. The values given in parentheses are for information only.
1.3 The text of this standard 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 this standard.
1.4 The following precautionary caveat pertains only to the test methods portion, Section 9 of the standard. 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, health, and environmental practices and determine the applicability of regulatory limitations prior
to use.
1.5 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.
2. Referenced Documents
2
2.1 ASTM Standards:
C33/C33M Specification for Concrete Aggregates
C40/C40M Test Method for Organic Impurities in Fine Aggregates for Concrete
C87/C87M Test Method for Effect of Organic Impurities in Fine Aggregate on Strength of Mortar
C88/C88M Test Method for Soundness of Aggregates by Use of Sodium Sulfate or Magnesium Sulfate
C117 Test Method for Materials Finer than 75-μm (No. 200) Sieve in Mineral Aggregates by Washing
C123/C123M Test Method for Lightweight Particles in Aggregate
3
C127 Test Method for Relative Density (Specific Gravity) and Absorption of Coarse Aggregate (Withdrawn 2024)
C128 Test Method for Relative Density (Specific Gravity) and Absorption of Fine Aggregate
C136/C136M Test Method for Sieve Analysis of Fine and Coarse Aggregates
C142/C142M Test Method for Clay Lumps and Friable Particles in Aggregates
C144 Specification for Aggregate for Masonry Mortar
C476 Specification for Grout for Masonry
1
This specification is under the jurisdiction of ASTM Committee C15C12 on Manufactured Masonry UnitsMortars and Grouts for Unit Masonry and is the direct
responsibility of Subcommittee C15.30C12.04 on Specifications for Mortars and GroutsAggregates for Mortars.
Current edition approved Dec. 1, 2018Jan. 15, 2024. Published December 2018January 2024. Originally approved in 1957. Last previous edition approved in 20172018
as C404–11(2017).C404–18. DOI: 10.1520/C0404-18.10.1520/C0404-24.
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.
*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 ----------------------
C404 − 24
C1180 Terminology of Mortar and Grout for Unit Masonry
D75/D75M Practice for Sampling Aggregates
3. Terminology
3.1 For definitions of terms used in this specification, refer to Terminology C1180.
4. General Characteristics
4.1 Aggregates shall consist of natural sand or manufactured sand, used alone or in combination with coarse aggregate as
described in this specification. Manufactured sand is the product obtained by crushing stone, gravel, or air-cooled iron blast-furnace
slag. Coarse aggregate shall consist of crushed stone, gravel, or air-cooled iron blast-furnace slag processed to assure suitable
gradation.
NOTE 1—Care should be taken to ensure a suitable particle shape, since excessive quantities of flat and elongated particles have historically caused
problems with workability.
5. Grading
5.1 Grading shall conform to the r
...

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