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ASTM C476-10

(Specification)

Standard Specification for Grout for Masonry

Standard Specification for Grout for Masonry

ABSTRACT
This specification covers two types of grout, fine and coarse grout, for use in the construction of masonry structures. Grout is specified by proportions or strength requirements. Materials used as ingredients in grout shall conform to the requirements specified such as: cementitious materials; blended cements; quicklime; hydrated lime; coal fly ash or raw calcine natural pozzolan; granulated blast furnace slag; air-entraining admixtures; aggregates; water; pumping aids; antifreeze compounds; and storage of materials. Fine grout shall be manufactured with fine aggregates. Coarse grout shall be manufactured with a combination of coarse and fine aggregates. Proportions of ingredients shall be determined by grout proportion requirements and by the specified compressive strength. Materials for grout shall be measured in such a way that the required proportions of the grout materials are controlled and accurately measured. Grout shall be produced using one of the following procedures: grout materials mixed with water at the job site and ready-mixed grout transported to the job site.
SCOPE
1.1 This specification covers two types of grout, fine and coarse grout, for use in the construction of masonry structures. Each type (fine and coarse) is further classified as conventional grout (requiring mechanical consolidation by puddling or vibration when placed) and self-consolidating grout (not requiring mechanical consolidation when placed). Conventional grout is specified by (1) proportions or (2) strength requirements. Self-consolidating grout is specified by strength requirements.
1.2 The text of this specification references notes and footnotes that provide explanatory material. These notes and footnotes (excluding those in tables and figures) shall not be considered as requirements of this specification.
1.3 The values stated in inch-pound units are to be regarded as standard. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered standard.

General Information

Status
Historical
Publication Date
31-May-2010
ICS
91.100.10 - Cement. Gypsum. Lime. Mortar
Technical Committee
C12 - Mortars and Grouts for Unit Masonry
Drafting Committee
C12.05 - Grout & Grout Admixtures for Masonry
Current Stage
Ref Project

Relations

Replaces
ASTM C476-09 - Standard Specification for Grout for Masonry
Effective Date
01-Jun-2010
Replaced By
ASTM C476-16 - Standard Specification for Grout for Masonry
Effective Date
15-Jul-2016
Referred By
ASTM D4729-19 - Standard Test Method for In Situ Stress and Modulus of Deformation Using the Flat Jack Method
Effective Date
01-Jun-2010
Referred By
ASTM C1180-22 - Standard Terminology of Mortar and Grout for Unit Masonry
Effective Date
01-Jun-2010
Referred By
ASTM E3355-23 - Standard Guide for Characterization of Coal Combustion Products (CCPs) in Storage Area(s) for Beneficial Use
Effective Date
01-Jun-2010
Referred By
ASTM C1019-20 - Standard Test Method for Sampling and Testing Grout for Masonry
Effective Date
01-Jun-2010
Referred By
ASTM C1692-18 - Standard Practice for Construction and Testing of Autoclaved Aerated Concrete (AAC) Masonry
Effective Date
01-Jun-2010
Referred By
ASTM C404-18 - Standard Specification for Aggregates for Masonry Grout
Effective Date
01-Jun-2010
Referred By
ASTM C1314-23a - Standard Test Method for Compressive Strength of Masonry Prisms
Effective Date
01-Jun-2010
Referred By
ASTM C901-18 - Standard Specification for Prefabricated Masonry Panels
Effective Date
01-Jun-2010

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Standards Content (Sample)

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:C476 −10
StandardSpecification for
1
Grout for Masonry
This standard is issued under the fixed designation C476; 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 Department of Defense.
1. Scope* C595 Specification for Blended Hydraulic Cements
C618 Specification for Coal Fly Ash and Raw or Calcined
1.1 This specification covers two types of grout, fine and
Natural Pozzolan for Use in Concrete
coarse grout, for use in the construction of masonry structures.
C989 Specification for Slag Cement for Use in Concrete and
Each type (fine and coarse) is further classified as conventional
Mortars
grout (requiring mechanical consolidation by puddling or
C1019 Test Method for Sampling and Testing Grout
vibration when placed) and self-consolidating grout (not re-
C1157 Performance Specification for Hydraulic Cement
quiring mechanical consolidation when placed). Conventional
C1611/C1611M Test Method for Slump Flow of Self-
grout is specified by (1) proportions or (2) strength require-
Consolidating Concrete
ments. Self-consolidating grout is specified by strength re-
quirements.
3. Materials
1.2 The text of this specification references notes and
3.1 Materials used as ingredients in grout shall conform to
footnotes that provide explanatory material. These notes and
the requirements specified in 3.1.1-3.1.8.
footnotes (excluding those in tables and figures) shall not be
3.1.1 Cementitious Materials—Cementitious materials shall
considered as requirements of this specification.
conform to one of the following specifications:
3.1.1.1 Portland Cement—Type I, IA, II, IIA, III, and IIIA
1.3 The values stated in inch-pound units are to be regarded
as standard. The values given in parentheses are mathematical of Specification C150.
3.1.1.2 Blended Cements—Type IS, IS(MS), IS-A, IS-
conversions to SI units that are provided for information only
and are not considered standard. A(MS), IP, or IP-A of Specification C595 or types GU, HE,
MS, or HS of Specification C1157.
2. Referenced Documents
3.1.1.3 Quicklime—Specification C5.
2
3.1.1.4 Hydrated Lime—Type S of Specification C207.
2.1 ASTM Standards:
3.1.1.5 Coal Fly Ash or Raw Calcined Natural Pozzolan—
C5 Specification for Quicklime for Structural Purposes
Specification C618. Addition rates shall be in an amount
C143/C143M Test Method for Slump of Hydraulic-Cement
governed by the portland-pozzolan cement category of Speci-
Concrete
fication C595. The grout produced with blends of portland
C150 Specification for Portland Cement
cement and fly ash or raw calcined natural pozzolan shall have
C207 Specification for Hydrated Lime for Masonry Pur-
the compressive strength specified (4.2.1.2 or 4.2.2.1).
poses
3.1.1.6 Granulated Blast Furnace Slag—Specification
C260 Specification for Air-Entraining Admixtures for Con-
C989.Addition rates shall be as governed by the portland blast
crete
furnace slag cement category of Specification C595. Grouts
C404 Specification for Aggregates for Masonry Grout
produced with blends of portland cement and granulated blast
C494/C494M Specification for Chemical Admixtures for
furnace slag shall have the compressive strength specified
Concrete
(4.2.1.2 or 4.2.2.1).
3.1.2 Air-Entraining Admixtures—Air-entraining admix-
1
This specification is under the jurisdiction of ASTM Committee C12 on
tures shall conform to Specification C260.
Mortars and Grouts for Unit Masonryand is the direct responsibility of Subcom-
3.1.3 Aggregates—Aggregates shall conform to Specifica-
mittee C12.05 on Grout & Grout Admixtures for Masonry.
tion C404.
Current edition approved June 1, 2010. Published June 2010. Originally
3.1.4 Water—Water shall be clean and potable.
approved in 1961. Last previous edition approved in 2009 as C476 – 09. DOI:
10.1520/C0476-10.
3.1.5 Admixtures—Integral waterproofing compounds,
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
accelerators, or other admixtures not mentioned definitely in
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
the specification shall not be used in grout for use in reinforced
Standards volume information, refer to the standard’s Document Summary page on
the ASTM website. masonry without approval from the purchaser.
*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 ----------------------
C476−10
TABLE 1 Conventional Grout Proportions by Volume
Type Parts by Volume of Parts
...

This document is not anASTM standard and is intended only to provide the user of anASTM 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:C476–09 Designation: C476 – 10
Standard Specification for
1
Grout for Masonry
This standard is issued under the fixed designation C476; 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 Department of Defense.
1. Scope*
1.1 This specification covers two types of grout, fine and coarse grout, for use in the construction of masonry structures.
Conventional grout, requiring puddling or vibration when placed, and self-consolidating grout, are included in this specification.
Conventional grout is specified by (This specification covers two types of grout, fine and coarse grout, for use in the construction
of masonry structures. Each type (fine and coarse) is further classified as conventional grout (requiring mechanical consolidation
by puddling or vibration when placed) and self-consolidating grout (not requiring mechanical consolidation when placed).
Conventional grout is specified by (1) proportions or (2) strength requirements. Self-consolidating grout is specified by strength
requirements.
1.2 The text of this specification references notes and footnotes that provide explanatory material. These notes and footnotes
(excluding those in tables and figures) shall not be considered as requirements of this specification.
1.3 The values stated in inch-pound units are to be regarded as standard. The values given in parentheses are mathematical
conversions to SI units that are provided for information only and are not considered standard.
2. Referenced Documents
2
2.1 ASTM Standards:
C5 Specification for Quicklime for Structural Purposes
C143/C143M Test Method for Slump of Hydraulic-Cement Concrete
C150 Specification for Portland Cement
C207 Specification for Hydrated Lime for Masonry Purposes
C260 Specification for Air-Entraining Admixtures for Concrete
C404 Specification for Aggregates for Masonry Grout
C494/C494M Specification for Chemical Admixtures for Concrete
C595 Specification for Blended Hydraulic Cements
C618 Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete
C989 Specification for Slag Cement for Use in Concrete and Mortars
C1019 Test Method for Sampling and Testing Grout
C1157 Performance Specification for Hydraulic Cement
C1611/C1611M Test Method for Slump Flow of Self-Consolidating Concrete
3. Materials
3.1Materials3.1 Materials used as ingredients in grout shall conform to the requirements specified in 3.1.1-3.1.8.
3.1.1 Cementitious Materials—Cementitious materials shall conform to one of the following specifications:
3.1.1.1 Portland Cement—Type I, IA, II, IIA, III, and IIIA of Specification C150.
3.1.1.2 Blended Cements—Type IS, IS(MS), IS-A, IS-A(MS), IP, or IP-A of Specification C595 or types GU, HE, MS, or HS
of Specification C1157.
3.1.1.3 Quicklime—Specification C5.
3.1.1.4 Hydrated Lime—Type S of Specification C207.
3.1.1.5 Coal Fly Ash or Raw Calcined Natural Pozzolan—Specification C618. Addition rates shall be in an amount governed
by the portland-pozzolan cement category of Specification C595. The grout produced with blends of portland cement and fly ash
1
This specification is under the jurisdiction of ASTM Committee C12 on Mortars and Grouts for Unit Masonry and is the direct responsibility of Subcommittee C12.05
on Grout & Grout Admixtures for Masonry.
Current edition approved June 15, 2009.1, 2010. Published July 2009.June 2010. Originally approved in 1961. Last previous edition approved in 20082009 as C476 – 089.
DOI: 10.1520/C0476-109.
2
For referencedASTM standards, visit theASTM website, www.astm.org, or contactASTM 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.
*ASummary 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 ----------------------
C476 – 10
or raw calcined natural pozzolan shall have the compressive strength specified (4.2.1.2 or 4.2.2.1).
3.1.1.6 Granulated Blast Furnace Slag—Specification C989.Addition rates shall be as governed by the portland blast furnace
slag cement category of Specification C595. Grouts produced with blends of portland cement and gr
...

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ABSTRACT
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4.1 This test method provides procedures for petrographic examination and chemical analysis of mortar for components of masonry mortar. These components may include portland cement, hydrated calcitic or dolomitic lime, masonry cement, aggregates, and air.  
4.2 The test method consists of procedures and sub-procedures, each requiring a substantial degree of petrographic and chemical skills and relatively elaborate instrumentation.  
4.3 The chemical data considered together with results of petrographic examination of a mortar provide for calculation of component proportions and thus allow a determination of mortar composition as represented by Types M, N, S, and O in Table 1 (Proportion Specification Requirements) of Specification C270.  
4.4 Failure of a mortar to have the composition of any type as defined in Table 1 of Specification C270 does not necessarily mean that the mortar does not meet the requirements of Specification C270. The mortar may meet the alternative requirements of Table 2 (Property Specification Requirements) of Specification C270.  
4.5 The maleic acid method of analysis is not applicable for the analysis of mortar because it is greatly influenced by carbonation and does not provide for the determination of calcium.
SCOPE
1.1 This test method covers procedures for petrographic examination and chemical analysis of samples of masonry mortars. Based upon such examination and analysis, proportions of components in masonry mortars can be determined.
Note 1: This method is also applicable to hydraulic cement-based stucco and plaster. Some historic mortars may contain non-resolvable constituents that may interfere. However, significant information may be obtained by petrographic examinations.  
1.2 Interpretations and calculations of chemical results are dependent upon results of the petrographic examination. The use of the chemical results alone is contrary to the requirements of this test method.  
1.3 Procedures for sampling, petrographic examination, chemical analysis, and calculations of component proportions are given in the following sections:    
Section  
Sampling  
7  
Petrographic examination  
8  
Chemical analysis  
9  
Mortar proportion calculations  
10  
Report  
11  
1.4 The values stated in SI units are to be regarded as standard. No other units of measurement are included in this standard.  
1.5 The text of this standard references notes and footnotes that provide explanatory material. These notes and footnotes (excluding those in tables and figures) shall not be considered as requirements of the standard.  
1.6 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.  
1.7 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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    7 pages
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  • Standard
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ASTM
ASTM C1586-20(Guide)
Standard Guide for Quality Assurance of Mortars

SIGNIFICANCE AND USE
3.1 This document is intended to provide guidance and clarification to designers, specifiers, inspectors, testing agencies, producers, and users in specifying and evaluating masonry mortar.  
3.2 Users of documents Specification C270 and Test Method C780 often confuse and sometimes inadvertently misuse parts of the two documents when specifying or evaluating masonry mortar. This guide seeks to address specific items within Specification C270 and Test Method C780 to help promote their proper use and interpretation.
SCOPE
1.1 This document provides guidance regarding the proper use of Specification C270 and Test Method C780 for evaluating masonry mortar produced in the laboratory and at the construction site.  
1.2 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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    4 pages
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  • Guide
    4 pages
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ASTM
ASTM C887-20(Specification)
Standard Specification for Packaged, Dry, Combined Materials for Surface Bonding Mortar

ABSTRACT
This specification covers the materials, properties, and packaging of dry, combined materials for use as surface bonding mortar with concrete masonry units that have not been prefaced, coated, or painted. The materials used as ingredients shall consist of the following: cements which shall be a Portland cement, blended hydraulic cement, hydraulic cement, or masonry cement; Type S or SA hydrated lime; Class N, F, or S pozzolan; aggregates; glass fibers; and additives. Physical properties of the packaged materials shall conform to the flexural strength, compressive strength, time of setting, and water retention requirements. The net weight, amount of mixing water, unit weight, and yield of the surface bonding mortar shall be calculated and reported.
SCOPE
1.1 This specification covers the materials, properties, and packaging of dry, combined materials for use as surface bonding mortar with concrete masonry units that have not been prefaced, coated, or painted.  
1.2 This specification does not cover design or application. Consult the manufacturer for specific recommendations.  
1.3 Appendix X1 of this specification contains the recommended tests for evaluation of surface bonded masonry assemblages used to establish design loads for the composite wall.  
1.4 Appendix X2 through Appendix X5 of this specification contain additional tests that may be performed on surface bonding mortar.  
1.5 The values stated in inch-pound units are to be regarded as standard. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered standard.  
1.6 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. This hazard statement applies only to Section 9 of this specification.  
1.7 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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  • Technical specification
    13 pages
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