ASTM C476 - 10

    Standard Specification for Grout for Masonry

    Active Standard ASTM C476 | Developed by Subcommittee: C12.05

    Book of Standards Volume: 04.05


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    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.

    This abstract is a brief summary of the referenced standard. It is informational only and not an official part of the standard; the full text of the standard itself must be referred to for its use and application. ASTM does not give any warranty express or implied or make any representation that the contents of this abstract are accurate, complete or up to date.

    1. 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.


    2. Referenced Documents (purchase separately) The documents listed below are referenced within the subject standard but are not provided as part of the standard.

    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


    ICS Code

    ICS Number Code 91.100.10 (Cement. Gypsum. Lime. Mortar)

    UNSPSC Code

    UNSPSC Code 30111506(Grout)


    Referencing This Standard

    DOI: 10.1520/C0476-10

    ASTM International is a member of CrossRef.

    Citation Format

    ASTM C476-10, Standard Specification for Grout for Masonry, ASTM International, West Conshohocken, PA, 2010, www.astm.org

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