ASTM C62-10
(Specification)Standard Specification for Building Brick (Solid Masonry Units Made From Clay or Shale)
Standard Specification for Building Brick (Solid Masonry Units Made From Clay or Shale)
ABSTRACT
This specification covers building bricks intended for use in structural and nonstructural masonry where external appearance is not a requirement. The bricks are prismatic units available in a variety of sizes, shapes, textures, and colors and are manufactured from clay, shale, or similar naturally occurring earthy substances by firing. The heat treatment should develop sufficient fired bond between material particulates to produce a material that conforms to the required strength and durability. During manufacture, the breaks are shaped by molding, pressing, or extrusion. Bricks are classified into grades according to their resistance to damage by freezing when wet. All the materials should comply with the requirements on appearance, durability, absorption alternate, freezing and thawing alternative, breakage, cracking, weathering index alternative, strength, and initial absorption rate.
SCOPE
1.1 This specification covers brick intended for both structural and nonstructural masonry where external appearance is not a requirement. The brick are prismatic units available in a variety of sizes, shapes, textures, and colors. The specification does not cover brick intended for use as facing units or where surface appearance is a requirement, (see Specification C216). This specification does not cover brick intended for use as paving brick (see Specification C902).
1.2 The property requirements of this standard apply at the time of purchase. The use of results from testing of brick extracted from masonry structures for determining conformance or nonconformance to the property requirements (Section 3) of this standard is beyond the scope of this standard.
1.3 Brick are manufactured from clay, shale, or similar naturally occurring earthy substances and subjected to a heat treatment at elevated temperatures (firing). The heat treatment must develop sufficient fired bond between the particulate constituents to provide the strength and durability requirements of this specification (see Terminology C1232).
1.4 Brick are shaped during manufacture by molding, pressing, or extrusion, and the shaping method is a way to describe the brick.
1.5 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.
1.6 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:C62 −10
StandardSpecification for
Building Brick (Solid Masonry Units Made From Clay or
1
Shale)
This standard is issued under the fixed designation C62; 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
2.1 ASTM Standards:
1.1 This specification covers brick intended for both struc-
C67 Test Methods for Sampling and Testing Brick and
tural and nonstructural masonry where external appearance is
Structural Clay Tile
not a requirement. The brick are prismatic units available in a
C216 Specification for Facing Brick (Solid Masonry Units
variety of sizes, shapes, textures, and colors. The specification
Made from Clay or Shale)
does not cover brick intended for use as facing units or where
C902 Specification for Pedestrian and Light Traffic Paving
surface appearance is a requirement, (see Specification C216).
Brick
This specification does not cover brick intended for use as
C1232 Terminology of Masonry
paving brick (see Specification C902).
E835/E835M Guide for Modular Coordination of Clay and
3
1.2 The property requirements of this standard apply at the
Concrete Masonry Units (Withdrawn 2011)
time of purchase. The use of results from testing of brick
3. Grades
extracted from masonry structures for determining confor-
mance or nonconformance to the property requirements (Sec-
3.1 Grades classify brick according to their resistance to
tion 3) of this standard is beyond the scope of this standard.
damage by freezing when wet, as defined in Note 1. Three
grades are covered and the grade requirements are shown in
1.3 Brick are manufactured from clay, shale, or similar
Table 1.
naturally occurring earthy substances and subjected to a heat
3.1.1 Grade SW (Severe Weathering) —Brick intended for
treatment at elevated temperatures (firing). The heat treatment
use where high and uniform resistance to damage caused by
must develop sufficient fired bond between the particulate
cyclic freezing is desired and where the brick may be frozen
constituentstoprovidethestrengthanddurabilityrequirements
when saturated with water.
of this specification (see Terminology C1232).
3.1.2 Grade MW (Moderate Weathering)—Brick intended
1.4 Brick are shaped during manufacture by molding, press-
for use where moderate resistance to cyclic freezing damage is
ing, or extrusion, and the shaping method is a way to describe
permissible or where the brick may be damp but not saturated
the brick.
with water when freezing occurs.
3.1.3 Grade NW (Negligible Weathering)—Brick with little
1.5 The text of this standard references notes and footnotes
resistance to cyclic freezing damage but which are acceptable
which provide explanatory material. These notes and footnotes
for applications protected from water absorption and freezing.
(excluding those in tables and figures) shall not be considered
as requirements of the standard. NOTE 1—The word “saturated,” with respect to this standard, refers to
the condition of a brick that has absorbed water to an amount equal to that
1.6 The values stated in inch-pound units are to be regarded
resulting from submersion in room temperature water for 24 h.
as standard. The values given in parentheses are mathematical
4. Physical Properties
conversions to SI units that are provided for information only
and are not considered standard.
4.1 Appearance—If brick are required to have a particular
color, texture, finish, uniformity, or limits on cracks, warpage
1 2
This specification is under the jurisdiction of ASTM Committee C15 on For referenced ASTM standards, visit the ASTM website, www.astm.org, or
Manufactured Masonry Units and is the direct responsibility of Subcommittee contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
C15.02 on Brick and Structural Clay Tile. Standards volume information, refer to the standard’s Document Summary page on
Current edition approved Aug. 1, 2010. Published September 2010. Originally the ASTM website.
3
approved in 1927. Last previous edition approved in 2008 as C62 – 08. DOI: The last approved version of this historical standard is referenced on
10.1520/C0062-10. www.astm.org.
*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
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C62−10
TABLE 1 Physical Requirements
Minimum Compressive Strength Maximum Water Absorption Maximum Saturation
A
gross area, psi (MPa) by
...
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.
Designation:C62–08 Designation: C62 – 10
Standard Specification for
Building Brick (Solid Masonry Units Made From Clay or
1
Shale)
This standard is issued under the fixed designation C62; 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*
1.1 This specification covers brick intended for both structural and nonstructural masonry where external appearance is not a
requirement. The brick are prismatic units available in a variety of sizes, shapes, textures, and colors. The specification does not
cover brick intended for use as facing units or where surface appearance is a requirement, (see Specification C216). This
specification does not cover brick intended for use as paving brick (see Specification C902).
1.2 The property requirements of this standard apply at the time of purchase. The use of results from testing of brick extracted
from masonry structures for determining conformance or nonconformance to the property requirements (Section 3) of this standard
is beyond the scope of this standard.
1.3Brick are manufactured from clay, shale, or similar naturally occurring earthy substances and subjected to a heat treatment
at elevated temperatures (firing). The heat treatment must develop sufficient fired bond between the particulate constituents to
provide the strength and durability requirements of this specification. (See firing, fired bond, and incipient fusion in Terminology
C43.)
1.4Brick are shaped during manufacture by molding, pressing, or extrusion, and the shaping method is a way to describe the
brick (see Terminology C43
1.3 Brick are manufactured from clay, shale, or similar naturally occurring earthy substances and subjected to a heat treatment
at elevated temperatures (firing). The heat treatment must develop sufficient fired bond between the particulate constituents to
provide the strength and durability requirements of this specification (see Terminology C1232).
1.4 Brick are shaped during manufacture by molding, pressing, or extrusion, and the shaping method is a way to describe the
brick.
1.5 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.
1.6 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: C43Terminology of Structural Clay Products
C67 Test Methods for Sampling and Testing Brick and Structural Clay Tile
C216 Specification for Facing Brick (Solid Masonry Units Made from Clay or Shale)
C902 Specification for Pedestrian and Light Traffic Paving Brick
C1232 Terminology of Masonry
E835/E835M Guide for Modular Coordination of Clay and Concrete Masonry Units
3. Grades
3.1 Grades classify brick according to their resistance to damage by freezing when wet, as defined in Note 1. Three grades are
covered and the grade requirements are shown in Table 1.
3.1.1 Grade SW (Severe Weathering) —Brick intended for use where high and uniform resistance to damage caused by cyclic
freezing is desired and where the brick may be frozen when saturated with water.
1
This specification is under the jurisdiction ofASTM Committee C15 on Manufactured Masonry Units and is the direct responsibility of Subcommittee C15.02 on Brick
and Structural Clay Tile.
Current edition approved Nov.Aug. 1, 2008.2010. Published November 2008.September 2010. Originally approved in 1927. Last previous edition approved in 20052008
as C62–05.C62 – 08. DOI: 10.1520/C0062-108.
2
For referencedASTM standards, visit theASTM website, www.astm.org, or contactASTM Customer Service at service@astm.org. ForAnnualBookofASTMStandards
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 ----------------------
C62–10
TABLE 1 Physical Requirements
Minimum Compressive Strength Maximum Wat
...
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