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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Status
Historical
Publication Date
09-Aug-2001
Current Stage
Ref Project

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Effective Date
10-Aug-2001

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ASTM C55-99 - Standard Specification for Concrete Brick
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NOTICE: This standard has either been superseded and replaced by a new version or discontinued.
Contact ASTM International (www.astm.org) for the latest information.
Designation: C 55 – 99
Standard Specification for
1
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.
1. Scope * Natural Pozzolan for Use as a Mineral Admixture in
2
Portland Cement Concrete
1.1 This specification covers concrete brick and similar
C 1157 Performance Specification for Blended Hydraulic
solid units (see Note 3) intended for use in structural masonry
4
Cement
or facing for buildings and other structures, and are made from
C 1209 Terminology of Concrete Masonry Units and Re-
portland cement, water, and suitable mineral aggregates with or
3
lated Units
without the inclusion of other materials.
3
C 1232 Terminology of Masonry
1.2 The text of this standard references notes and footnotes
which provide explanatory material. These notes and footnotes
3. Terminology
(excluding those in tables and figures) shall not be considered
3.1 Terminology defined in Terminology C 1209 and Ter-
as requirements of the standard.
minology C 1232 shall apply for this specification.
1.3 The values stated in inch-pound units are to be regarded
as the standard. The values given in parentheses are for
4. Classification
information only.
4.1 Types—Two types of concrete brick in each of two
NOTE 1—Concrete brick covered by this specification are made from
grades are covered as follows:
lightweight or normal weight aggregates, or both.
4.1.1 Type I, Moisture-Controlled Units—Units designated
NOTE 2—When particular features are desired, such as weight classifi-
as Type I (Grades N-I and S-I) shall conform to the require-
cation, high compressive strength, surface textures for appearance or
ments of this specification.
bond, finish, color, fire resistance, insulation, acoustical properties, or
4.1.2 Type II, Nonmoisture-Controlled Units—Units desig-
other special features, such properties should be specified separately by
the purchaser. Local suppliers should be consulted as to the availability of nated as Type II (Grades N-II and S-II) shall conform to the
concrete brick having the desired features.
requirements of this specification, except the requirements of
Table 1.
2. Referenced Documents
4.2 Grades—Concrete brick manufactured in accordance
2.1 ASTM Standards:
with this specification shall conform to two grades as follows:
2
C 33 Specification for Concrete Aggregates
4.2.1 Grade N—For use as architectural veneer and facing
C 140 Test Methods for Sampling and Testing Concrete
units in exterior walls and for use where high strength and
3
Masonry Units and Related Units
resistance to moisture penetration and severe frost action are
4
C 150 Specification for Portland Cement
desired.
C 207 Specification for Hydrated Lime for Masonry Pur-
4.2.2 Grade S—For general use where moderate strength
4
poses
and resistance to frost action and moisture penetration are
C 331 Specification for Lightweight Aggregates for Con-
required.
2
crete Masonry Units
NOTE 3—The requirements for Grades N and S concrete brick are also
C 426 Test Method for Drying Shrinkage of Concrete Ma-
applicable to solid concrete veneer and facing units larger than brick size,
3
sonry Units
such as split block.
4
C 595 Specification for Blended Hydraulic Cements
C 618 Specification for Coal Fly Ash and Raw or Calcined
5. Materials and Manufacture
5.1 Cementitious Materials—Materials shall conform to the
following applicable specifications:
1
This specification is under the jurisdiction of ASTM Committee C-15 on
5.1.1 Portland Cement— Specification C 150.
Manufactured Masonry Units and is the direct responsibility of Subcommittee
5.1.2 Blended Cements— Specification C 595 or Perfor-
C15.03 on Concrete Masonry Units and Related Units.
Current edition approved Jan. 10, 1999. Published June 1999. Originally
mance Specification C 1157.
published as C 55 – 24 T. Last previous edition C 55 – 97a.
5.1.3 Hydrated Lime, Type S—Specification C 207.
2
Annual Book of ASTM Standards, Vol 04.02.
3 5.1.4 Pozzolans—Specification C 618.
Annual Book of ASTM Standards, Vol 04.05.
4
Annual Book of ASTM Standards, Vol 04.01. 5.2 Aggregates—Aggregates shall conform to the following
*A Summary of Changes section appears at the end of this standard.
Copyright © ASTM, 100 Barr Harbor Drive, West Conshohocken, PA 19428-2959, United States.
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C55
TABLE 1 Moisture Content Requirements for
cross-sectional area of cored brick in any plane parallel to the
Type I Units
surface containing the cores shall
...

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