ASTM C55-09
(Specification)Standard Specification for Concrete Building Brick
Standard Specification for Concrete Building Brick
ABSTRACT
This specification covers solid, dry-cast, concrete building brick intended for interior and exterior use in constructing structural masonry, and are made from portland cement, water, and suitable mineral aggregates with or without the inclusion of other materials. Materials to be used in the manufacture of brick include Portland cement, limestone, hydraulic cement, pozzolan, blast furnace slag cement, aggregates, and other constituents like air-entraining agents, coloring pigments, integral water repellents, and finely ground silica. All units shall be sound and free of cracks or other defects that interfere with the proper placement of the units or significantly impair the strength or permanence of the construction.
SCOPE
1.1 This specification covers solid, dry-cast, concrete building brick intended for interior and exterior use in constructing structural masonry, and are made from portland cement, water, and suitable mineral aggregates with or without the inclusion of other materials.
Note 1—Specification C1634 addresses concrete facing brick used in facing applications and other exposures (previously referred to in earlier editions of this standard as Grade N—for use as architectural veneer and facing units in exterior walls and for use where high-strength and resistance to moisture penetration and severe frost action are desired). This specification differs from C1634 in that it addresses properties for concrete building brick used in non-facing, utilitarian applications (previously referred to in earlier editions of this specification as Grade S—for general use where moderate strength and resistance to frost action and moisture penetration are required).
1.2 The text of this specification 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 the standard.
1.3 The values stated in inch-pound units are to be regarded as the standard. The values given in parentheses are for information only.
Note 2—Concrete building brick covered by this specification are made from lightweight or normal weight aggregates, or both.
Note 3—When particular features are desired, such as density classification, high compressive strength, surface textures for appearance or bond, finish, color, fire resistance, insulation, acoustical properties, or other special features, such properties should be specified separately by the purchaser. Suppliers should be consulted as to the availability of concrete building brick having the desired features.
1.4 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.
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Designation: C55 – 09
Standard Specification for
1
Concrete Building Brick
This standard is issued under the fixed designation C55; the number immediately following the designation indicates the year of original
adoption or, in the case of revision, the year of last revision.Anumber in parentheses indicates the year of last reapproval.Asuperscript
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* 2. Referenced Documents
2
1.1 This specification covers solid, dry-cast, concrete build- 2.1 ASTM Standards:
ing brick intended for interior and exterior use in constructing C33 Specification for Concrete Aggregates
structural masonry, and are made from portland cement, water, C140 Test Methods for Sampling and Testing Concrete
and suitable mineral aggregates with or without the inclusion Masonry Units and Related Units
of other materials. C150 Specification for Portland Cement
C331 Specification for Lightweight Aggregates for Con-
NOTE 1—Specification C1634 addresses concrete facing brick used in
crete Masonry Units
facing applications and other exposures (previously referred to in earlier
C426 Test Method for Linear Drying Shrinkage of Concrete
editions of this standard as Grade N—for use as architectural veneer and
Masonry Units
facing units in exterior walls and for use where high-strength and
resistancetomoisturepenetrationandseverefrostactionaredesired).This
C595 Specification for Blended Hydraulic Cements
specificationdiffersfromC1634inthatitaddressespropertiesforconcrete
C618 Specification for Coal Fly Ash and Raw or Calcined
building brick used in non-facing, utilitarian applications (previously
Natural Pozzolan for Use in Concrete
referred to in earlier editions of this specification as Grade S—for general
C989 Specification for Slag Cement for Use in Concrete
use where moderate strength and resistance to frost action and moisture
and Mortars
penetration are required).
C1157 Performance Specification for Hydraulic Cement
1.2 The text of this specification references notes and
C1232 Terminology of Masonry
footnotes which provide explanatory material. These notes and
C1634 Specification for Concrete Facing Brick
footnotes (excluding those in tables and figures) shall not be
considered as requirements of the standard.
3. Terminology
1.3 The values stated in inch-pound units are to be regarded
3.1 Terminology defined in Terminology C1232 shall apply
as the standard. The values given in parentheses are for
for this specification.
information only.
3.2 Definitions of Terms Specific to This Standard:
3.2.1 concrete building brick, n—a concrete masonry unit,
NOTE 2—Concrete building brick covered by this specification are
made from lightweight or normal weight aggregates, or both.
with a maximum width of four (4) inches and of a weight that
NOTE 3—When particular features are desired, such as density classi-
will typically permit it to be lifted and placed with one hand,
fication, high compressive strength, surface textures for appearance or
that is manufactured for general use in non-facing, utilitarian
bond, finish, color, fire resistance, insulation, acoustical properties, or
applications.
other special features, such properties should be specified separately by
3.2.2 concrete facing brick, n—a concrete masonry unit,
the purchaser. Suppliers should be consulted as to the availability of
with a maximum width of four (4) inches and of a weight that
concrete building brick having the desired features.
will typically permit it to be lifted and placed with one hand,
1.4 The values stated in inch-pound units are to be regarded
that is manufactured to be typically used in an application
as standard. The values given in parentheses are mathematical
where one or more faces of the unit is intended to be exposed.
conversions to SI units that are provided for information only
and are not considered standard.
4. Materials and Manufacture
4.1 Cementitious Materials—Materials shall conform to the
following applicable specifications:
1
This specification is under the jurisdiction of ASTM Committee C15 on
Manufactured Masonry Units and is the direct responsibility of Subcommittee
2
C15.03 on Concrete Masonry Units and Related Units. For referenced ASTM standards, visit the ASTM website, www.astm.org, or
Current edition approved Dec. 1, 2009. Published December 2009. Originally contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
´1
approved in 1924. Last previous edition approved in 2006 as C55 – 06 . DOI: Standards volume information, refer to the standard’s Document Summary page on
10.1520/C0055-09. the ASTM website.
*ASummary of Changes section appears at the end of this standard.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700,
...
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:C55–06 Designation: C55 – 09
Standard Specification for
1
Concrete Building Brick
This standard is issued under the fixed designation C55; the number immediately following the designation indicates the year of original
adoption or, in the case of revision, the year of last revision.Anumber in parentheses indicates the year of last reapproval.Asuperscript
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
´ NOTE—Metric conversions in Table1 were editorially corrected in June 2007.
1. Scope*
1.1 This specification covers solid, dry-cast, concrete building brick intended for interior and exterior use in constructing
structural masonry, and are made from portland cement, water, and suitable mineral aggregates with or without the inclusion of
other materials.
NOTE 1—Specification C1634 addresses concrete facing brick used in facing applications and other exposures (previously referred to in earlier editions
of this standard as Grade N—for use as architectural veneer and facing units in exterior walls and for use where high-strength and resistance to moisture
penetration and severe frost action are desired). This specification differs from C1634 in that it addresses properties for concrete building brick used in
non-facing, utilitarian applications (previously referred to in earlier editions of this specification as Grade S—for general use where moderate strength
and resistance to frost action and moisture penetration are required).
1.2 The text of this specification 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 the standard.
1.3 The values stated in inch-pound units are to be regarded as the standard.The values given in parentheses are for information
only.
NOTE 2—Concrete building brick covered by this specification are made from lightweight or normal weight aggregates, or both.
NOTE 3—Whenparticularfeaturesaredesired,suchasdensityclassification,highcompressivestrength,surfacetexturesforappearanceorbond,finish,
color, fire resistance, insulation, acoustical properties, or other special features, such properties should be specified separately by the purchaser. Suppliers
should be consulted as to the availability of concrete building brick having the desired features.
1.4 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:
C33 Specification for Concrete Aggregates
C140 Test Methods for Sampling and Testing Concrete Masonry Units and Related Units
C150 Specification for Portland Cement
C331 Specification for Lightweight Aggregates for Concrete Masonry Units
C426 Test Method for Linear Drying Shrinkage of Concrete Masonry Units
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
C1157 Performance Specification for Hydraulic Cement C1209Terminology of Concrete Masonry Units and Related Units
C1232 Terminology of Masonry
C1634 Specification for Concrete Facing Brick
1
This specification is under the jurisdiction of ASTM Committee C15 on Manufactured Masonry Units and is the direct responsibility of Subcommittee C15.03 on
Concrete Masonry Units and Related Units.
Current edition approved Dec. 15, 2006. Published January 2007. Originally approved in 1924. Last previous edition approved in 2003 as C55–03. DOI:
10.1520/C0055-06E01.
´1
Current edition approved Dec. 1, 2009. Published December 2009. Originally approved in 1924. Last previous edition approved in 2006 as C55 – 06 . DOI:
10.1520/C0055-09.
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
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C55–09
3. Terminology
3.1Terminology defined in Terminology C1209 and Terminology
3.1 Terminology defined in Terminology C1
...
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