ASTM C1088-10
(Specification)Standard Specification for Thin Veneer Brick Units Made From Clay or Shale
Standard Specification for Thin Veneer Brick Units Made From Clay or Shale
ABSTRACT
This specification covers thin veneer brick units made from clay, shale, fire clay, sand, or mixtures thereof, and fired to incipient fusion for use in adhered or fastened veneer applications. The brick units shall be available in both Grades Interior and Exterior of the following types: Type TBS (Standard), which are for general masonry use; Type TBX (Select), which are produced with higher degree of precision; and Type TBA (Architectural), which are selected to produce characteristic architectural effects resulting from nonuniformity in size and texture of the individual units. Materials shall undergo durability, and freezing and thawing tests and should adhere to physical property requirements such as maximum water absorption, maximum saturation coefficient, maximum water loss, breakage, cracking, and weathering index. Bricks should also conform to specified characteristics as to face finish, color and texture, size and dimensions, and warpage.
SCOPE
1.1 This specification covers thin veneer brick units made from clay, shale, fire clay, sand, or mixtures thereof, and fired to incipient fusion for use in adhered or fastened veneer applications. Three types of thin veneer brick units in each of two grades are covered. In this specification, the term thin veneer brick shall be understood to mean clay masonry unit with a maximum thickness of 1¾ in. (44.45 mm).
Note 1—Brick intended for paving should be specified under Specification C902.
1.2 The property requirements of this specification 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 5) of this specification is beyond the scope of this specification.
1.3 Brick covered by this specification are manufactured from clay, shale, or similar naturally occurring 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 the specification. (See “firing” and “fired bond” in Terminology C1232.)
1.4 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.
1.5 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: C1088 – 10
Standard Specification for
1
Thin Veneer Brick Units Made From Clay or Shale
This standard is issued under the fixed designation C1088; 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 (´) indicates an editorial change since the last revision or reapproval.
1. Scope* C67 Test Methods for Sampling and Testing Brick and
Structural Clay Tile
1.1 This specification covers thin veneer brick units made
C902 Specification for Pedestrian and Light Traffic Paving
from clay, shale, fire clay, sand, or mixtures thereof, and fired
Brick
to incipient fusion for use in adhered or fastened veneer
C1232 Terminology of Masonry
applications. Three types of thin veneer brick units in each of
E835/E835M Guide for Modular Coordination of Clay and
two grades are covered. In this specification, the term thin
Concrete Masonry Units
veneer brick shall be understood to mean clay masonry unit
3
with a maximum thickness of 1 ⁄4 in. (44.45 mm).
3. Grades
NOTE 1—Brick intended for paving should be specified under Specifi-
3.1 Two grades of thin veneer brick units are covered for
cation C902.
exposure conditions to weather and are defined in Table 1 as
1.2 The property requirements of this specification apply at
Interior and Exterior.
the time of purchase. The use of results from testing of brick
4. Types
extracted from masonry structures for determining confor-
mance or nonconformance to the property requirements (Sec-
4.1 Three types of thin veneer brick units are covered as
tion 5) of this specification is beyond the scope of this follows:
specification.
4.1.1 Type TBS (Standard)—Thin veneer brick for general
1.3 Brick covered by this specification are manufactured use in masonry.
from clay, shale, or similar naturally occurring substances and
4.1.2 Type TBX (Select)—Thin veneer brick for general use
subjected to a heat treatment at elevated temperatures (firing). in masonry where a higher degree of precision and lower
The heat treatment must develop sufficient fired bond between
permissible variation in size than permitted for Type TBS is
the particulate constituents to provide the strength and dura-
required.
bility requirements of the specification. (See “firing” and “fired 4.1.3 Type TBA(Architectural)—Thin veneer brick for gen-
bond” in Terminology C1232.)
eral use in masonry selected to produce characteristic architec-
1.4 The text of this specification references notes and tural effects resulting from nonuniformity in size and texture of
footnotes which provide explanatory material. These notes and
the individual units.
footnotes (excluding those in tables and figures) shall not be 4.2 When the type is not specified, the requirements for
considered as requirements of the standard.
Type TBS will govern.
1.5 The values stated in inch-pound units are to be regarded
5. Physical Properties
as standard. The values given in parentheses are mathematical
conversions to SI units that are provided for information only 5.1 Durability—The thin veneer brick shall conform to the
and are not considered standard. physical requirements in Table 1 for the grade specified. When
the grade is not specified, the requirements for Grade Exterior
2. Referenced Documents
shall govern. If the water absorption of each unit is less than
2
2.1 ASTM Standards:
8.0 % after submersion in cold water for 24 h, the requirements
for saturation coefficient shall be waived. If exterior or interior
grade thin veneer brick are intended for use on interiors only,
1
This specification is under the jurisdiction of ASTM Committee C15 on
the requirements for water absorption (5-h boiling) and for
Manufactured Masonry Units and is the direct responsibility of Subcommittee
C15.02 on Brick and Structural Clay Tile. saturation coefficient for interior grade in Table 1 shall govern.
Current edition approved June 1, 2010. Published June 2010. Originally
NOTE 2—Aminimum compressive strength requirement is not included
approved in 1988. Last previous edition approved in 2009 as C1088 – 09a. DOI:
in combination with other physical property requirements as an indicator
10.1520/C1088-10.
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or of freeze/thaw durability. The geometry of the thin brick units may
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
preclude proper testing and can affect the failure mode attained. Thus,
Standards volume information, refer to the standard’s Document Summary page on
the ASTM website.
*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
...
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:C1088–09a Designation: C1088 – 10
Standard Specification for
1
Thin Veneer Brick Units Made From Clay or Shale
This standard is issued under the fixed designation C1088; 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 (´) indicates an editorial change since the last revision or reapproval.
1. Scope*
1.1 This specification covers thin veneer brick units made from clay, shale, fire clay, sand, or mixtures thereof, and fired to
incipient fusion for use in adhered or fastened veneer applications. Three types of thin veneer brick units in each of two grades
are covered. In this specification, the term thin veneer brick shall be understood to mean clay masonry unit with a maximum
3
thickness of 1 ⁄4 in. (44.45 mm).
NOTE 1—Brick intended for paving should be specified under Specification C902.
1.2 The property requirements of this specification 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 5) of
this specification is beyond the scope of this specification.
1.3 Brick covered by this specification are manufactured from clay, shale, or similar naturally occurring 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 the specification. (See “firing” and “fired bond” in
Terminology C1232.)
1.4The 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.
1.5The 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.
1.4 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.
1.5 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:
C67 Test Methods for Sampling and Testing Brick and Structural Clay Tile
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 Two grades of thin veneer brick units are covered for exposure conditions to weather and are defined in Table 1 as Interior
and Exterior.
4. Types
4.1 Three types of thin veneer brick units are covered as follows:
4.1.1 Type TBS (Standard)—Thin veneer brick for general use in masonry.
4.1.2 Type TBX (Select)—Thin veneer brick for general use in masonry where a higher degree of precision and lower
permissible variation in size than permitted for Type TBS is required.
4.1.3 Type TBA (Architectural)—Thin veneer brick for general use in masonry selected to produce characteristic architectural
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 Dec.June 1, 2009.2010. Published December 2009.June 2010. Originally approved in 1988. Last previous edition approved in 2009 as
C1088 – 09a. DOI: 10.1520/C1088-09A.10.1520/C1088-10.
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.
*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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C1088 – 10
TABLE 1 Physical Requirements
Maximum Water Maximum
Absorption by 5-h Saturation
A
Designation Boiling, % Coefficient
Average Average
Individual Individual
of 5 units of 5 units
Grade Exterior 17.0 2
...
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