ASTM C55-01
(Specification)Standard Specification for Concrete Brick
Standard Specification for Concrete Brick
SCOPE
1.1 This specification covers concrete brick and similar solid units (see Note 3) intended for use in structural masonry or facing for buildings and other structures, and are made from portland cement, water, and suitable mineral aggregates with or without the inclusion of other materials.
1.2 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 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 1—Concrete brick covered by this specification are made from lightweight or normal weight aggregates, or both.
Note 2—When particular features are desired, such as weight 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. Local suppliers should be consulted as to the availability of concrete brick having the desired features.
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NOTICE: This standard has either been superseded and replaced by a new version or discontinued.
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Designation: C 55 – 01
Standard Specification for
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Concrete Brick
This standard is issued under the fixed designation C 55; 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 (e) indicates an editorial change since the last revision or reapproval.
This standard has been approved for use by agencies of the Department of Defense.
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1. Scope * Portland Cement Concrete
C 1157 Performance Specification for Blended Hydraulic
1.1 This specification covers concrete brick and similar
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Cement
solid units (see Note 3) intended for use in structural masonry
C 1209 Terminology of Concrete Masonry Units and Re-
or facing for buildings and other structures, and are made from
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lated Units
portland cement, water, and suitable mineral aggregates with or
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C 1232 Terminology of Masonry
without the inclusion of other materials.
1.2 The text of this standard references notes and footnotes
3. Terminology
which provide explanatory material. These notes and footnotes
3.1 Terminology defined in Terminology C 1209 and Ter-
(excluding those in tables and figures) shall not be considered
minology C 1232 shall apply for this specification.
as requirements of the standard.
1.3 The values stated in inch-pound units are to be regarded
4. Classification
as the standard. The values given in parentheses are for
4.1 Grades—Concrete brick manufactured in accordance
information only.
with this specification shall conform to two grades as follows:
NOTE 1—Concrete brick covered by this specification are made from
4.1.1 Grade N—For use as architectural veneer and facing
lightweight or normal weight aggregates, or both.
units in exterior walls and for use where high strength and
NOTE 2—When particular features are desired, such as weight classifi-
resistance to moisture penetration and severe frost action are
cation, high compressive strength, surface textures for appearance or
desired.
bond, finish, color, fire resistance, insulation, acoustical properties, or
4.1.2 Grade S—For general use where moderate strength
other special features, such properties should be specified separately by
the purchaser. Local suppliers should be consulted as to the availability of and resistance to frost action and moisture penetration are
concrete brick having the desired features.
required.
NOTE 3—The requirements for Grades N and S concrete brick are also
2. Referenced Documents
applicable to solid concrete veneer and facing units larger than brick size,
2.1 ASTM Standards:
such as split block.
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C 33 Specification for Concrete Aggregates
C 140 Test Methods for Sampling and Testing Concrete
5. Materials and Manufacture
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Masonry Units and Related Units
5.1 Cementitious Materials—Materials shall conform to the
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C 150 Specification for Portland Cement
following applicable specifications:
C 207 Specification for Hydrated Lime for Masonry Pur-
5.1.1 Portland Cement—Specification C 150.
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poses
5.1.2 Blended Cements—Specification C 595 or Perfor-
C 331 Specification for Lightweight Aggregates for Con-
mance Specification C 1157.
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crete Masonry Units
5.1.3 Hydrated Lime, Type S—Specification C 207.
C 426 Test Method for Drying Shrinkage of Concrete Ma-
5.1.4 Pozzolans—Specification C 618.
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sonry Units
5.2 Aggregates—Aggregates shall conform to the following
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C 595 Specification for Blended Hydraulic Cements
specifications, except that grading requirements shall not
C 618 Specification for Coal Fly Ash and Raw or Calcined
necessarily apply:
Natural Pozzolan for Use as a Mineral Admixture in
5.2.1 Normal Weight Aggregates—Specification C 33.
5.2.2 Lightweight Aggregates—Specification C 331.
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5.3 Other Constituents—Air-entraining agents, coloring
This specification is under the jurisdiction of ASTM Committee C15 on
Manufactured Masonry Units and is the direct responsibility of Subcommittee
pigments, integral water repellents, finely ground silica, and
C15.03 on Concrete Masonry Units and Related Units.
other constituents shall be previously established as suitable for
Current edition approved Jan. 10, 2001. Published February 2001. Originally
use in concrete masonry units and shall conform to applicable
published as C 55–24T. Last previous edition C 55–99.
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Annual Book of ASTM Standards, Vol 04.02. ASTM standards or shall be shown by test or experience not to
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Annual Book of ASTM Standards, Vol 04.05.
be detrimental to the durability of the concrete masonry units
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Annual Book of ASTM Standards, Vol 04.01.
*A Summary of Changes section appears at the end of this standard.
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C55
or any material customarily use
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