Standard Test Methods for Sampling and Testing Brick and Structural Clay Tile

ABSTRACT
These test methods cover procedures for the sampling and testing of brick and structural clay tile. The tests include modulus of rupture, compressive strength, absorption, saturation coefficient, effect of freezing and thawing, efflorescence, initial rate or absorption, and determination of weight, size, warpage, length chanange, and void areas. For purposes of these tests, full-size bricks, tiles, or solid masonry units shall be used as test specimens. They shall be representative of the lot of units from which they are to be selected in respect of the range of colors, textures, and sizes and shall be free of or brushed to remove dirt, mud, mortar, or other foreign materials unassociated with the manufacturing process.
SCOPE
1.1 These test methods cover procedures for the sampling and testing of brick and structural clay tile. Although not necessarily applicable to all types of units, tests include modulus of rupture, compressive strength, absorption, saturation coefficient, effect of freezing and thawing, efflorescence, initial rate of absorption and determination of weight, size, warpage, length change, and void area. (Additional methods of test pertinent to ceramic glazed facing tile are included in Specification C 126.)
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.
Note 1 - The testing laboratory performing this test method should be evaluated in accordance with Practice C 1093.
1.3 Unless otherwise indicated, the values stated in inch-pound units are to be regarded as the standard. The values given in parentheses are for information only.
1.4 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.

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Publication Date
30-Nov-2007
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Standards Content (Sample)

NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.
Contact ASTM International (www.astm.org) for the latest information
American Association State Highway and Transportation
Designation: C 67 – 07a Officials Standard
AASHTO No.: T 32-70
Standard Test Methods for
1
Sampling and Testing Brick and Structural Clay Tile
ThisstandardisissuedunderthefixeddesignationC67;thenumberimmediatelyfollowingthedesignationindicatestheyearoforiginal
adoptionor,inthecaseofrevision,theyearoflastrevision.Anumberinparenthesesindicatestheyearoflastreapproval.Asuperscript
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* C1093 Practice for Accreditation of Testing Agencies for
Masonry
1.1 These test methods cover procedures for the sampling
E4 Practices for Force Verification of Testing Machines
and testing of brick and structural clay tile. Although not
E6 Terminology Relating to Methods of Mechanical Test-
necessarily applicable to all types of units, tests include
ing
modulus of rupture, compressive strength, absorption, satura-
tion coefficient, effect of freezing and thawing, efflorescence,
3. Terminology
initial rate of absorption and determination of weight, size,
3.1 Definitions—Terminology E6 and Terminology C43
warpage,lengthchange,andvoidarea.(Additionalmethodsof
shall be considered as applying to the terms used in these test
test pertinent to ceramic glazed facing tile are included in
methods.
Specification C126.)
1.2 The text of this standard references notes and footnotes
4. Sampling
which provide explanatory material.These notes and footnotes
4.1 Selection and Preparation of Test Specimens—For the
(excluding those in tables and figures) shall not be considered
purpose of these tests, full-size brick, tile, or solid masonry
as requirements of the standard.
units shall be selected by the purchaser or by the purchaser’s
NOTE 1—The testing laboratory performing this test method should be
authorizedrepresentative.Specimensshallberepresentativeof
evaluated in accordance with Practice C1093.
the lot of units from which they are selected and shall include
1.3 Unless otherwise indicated, the values stated in inch- specimens representative of the complete range of colors,
pound units are to be regarded as the standard. The values
textures, and sizes and shall be free of or brushed to remove
given in parentheses are for information only. dirt, mud, mortar, or other foreign materials unassociated with
1.4 This standard does not purport to address all of the the manufacturing process.
safety concerns, if any, associated with its use. It is the
4.2 Number of Specimens:
responsibility of the user of this standard to establish appro- 4.2.1 Brick—For the modulus of rupture, compressive
priate safety and health practices and determine the applica-
strength, abrasion resistance, and absorption determinations, at
bility of regulatory limitations prior to use. leasttenindividualbrickshallbeselectedforlotsof1000000
brick or fraction thereof. For larger lots, five additional
2. Referenced Documents
specimensshallbeselectedfromeachadditional500000brick
2
2.1 ASTM Standards:
or fraction thereof. Additional specimens are taken at the
C43 Terminology of Structural Clay Products
discretion of the purchaser.
C126 Specification for Ceramic Glazed Structural Clay
4.2.2 Structural Clay Tile—For the weight determination
Facing Tile, Facing Brick, and Solid Masonry Units
and for compressive strength and absorption tests, at least five
C150 Specification for Portland Cement
tile shall be selected from each lot of 250 tons (226.8 Mg) or
fraction thereof. For larger lots, five additional specimens shall
be tested for each 500 tons (453.6 Mg) or fraction thereof. In
1
These test methods are under the jurisdiction of Committee C15 on Manufac-
no case shall less than five tile be taken.Additional specimens
tured Masonry Units and is the direct responsibility of Subcommittee C15.02 on
Brick and Structural Clay Tile. are taken at the discretion of the purchaser.
Current edition approved Dec. 1, 2007. Published December 2007. Originally
4.3 Identification—Eachspecimenshallbemarkedsothatit
approved in 1937. Last previous edition approved in 2007 as C67–07.
may be identified at any time. Markings shall cover not more
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
than 5% of the superficial area of the specimen.
contact ASTM 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

---------------------- Page: 1 ----------------------
C67–07a
1 1
5. Specimen Preparation plate ⁄4 in. (6.35 mm) in thickn
...

This document is not anASTM standard and is intended only to provide the user of anASTM 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.
American Association State Highway and Transportation
Designation:C67–07 Designation: C 67 – 07a Officials Standard
AASHTO No.: T 32-70
Standard Test Methods for
1
Sampling and Testing Brick and Structural Clay Tile
ThisstandardisissuedunderthefixeddesignationC67;thenumberimmediatelyfollowingthedesignationindicatestheyearoforiginal
adoptionor,inthecaseofrevision,theyearoflastrevision.Anumberinparenthesesindicatestheyearoflastreapproval.Asuperscript
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*
1.1 These test methods cover procedures for the sampling and testing of brick and structural clay tile.Although not necessarily
applicable to all types of units, tests include modulus of rupture, compressive strength, absorption, saturation coefficient, effect of
freezing and thawing, efflorescence, initial rate of absorption and determination of weight, size, warpage, length change, and void
area. (Additional methods of test pertinent to ceramic glazed facing tile are included in Specification C126.)
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.
NOTE 1—The testing laboratory performing this test method should be evaluated in accordance with Practice C1093.
1.3 Unless otherwise indicated, the values stated in inch-pound units are to be regarded as the standard. The values given in
parentheses are for information only.
1.4 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility
of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory
limitations prior to use.
2. Referenced Documents
2
2.1 ASTM Standards:
C43 Terminology of Structural Clay Products
C126 Specification for Ceramic Glazed Structural Clay Facing Tile, Facing Brick, and Solid Masonry Units
C150 Specification for Portland Cement
C1093 Practice for Accreditation of Testing Agencies for Masonry
E4 Practices for Force Verification of Testing Machines
E6 Terminology Relating to Methods of Mechanical Testing
3. Terminology
3.1 Definitions—Terminology E6 and Terminology C43 shall be considered as applying to the terms used in these test
methods.
4. Sampling
4.1 SelectionandPreparationofTestSpecimens—Forthepurposeofthesetests,full-sizebrick,tile,orsolidmasonryunitsshall
be selected by the purchaser or by the purchaser’s authorized representative. Specimens shall be representative of the lot of units
from which they are selected and shall include specimens representative of the complete range of colors, textures, and sizes and
shall be free of or brushed to remove dirt, mud, mortar, or other foreign materials unassociated with the manufacturing process.
4.2 Number of Specimens:
4.2.1 Brick—For the modulus of rupture, compressive strength, abrasion resistance, and absorption determinations, at least ten
individual brick shall be selected for lots of 1000000 brick or fraction thereof. For larger lots, five additional specimens shall be
selected from each additional 500000 brick or fraction thereof.Additional specimens are taken at the discretion of the purchaser.
4.2.2 Structural Clay Tile—For the weight determination and for compressive strength and absorption tests, at least five tile
shall be selected from each lot of 250 tons (226.8 Mg) or fraction thereof. For larger lots, five additional specimens shall be tested
1
These test methods are under the jurisdiction of Committee C15 on Manufactured Masonry Units and is the direct responsibility of Subcommittee C15.02 on Brick and
Structural Clay Tile.
Current edition approved Feb.Dec. 1, 2007. Published FebruaryDecember 2007. Originally approved in 1937. Last previous edition approved in 20062007 as C67–067.
2
ForreferencedASTMstandards,visittheASTMwebsite,www.astm.org,orcontactASTMCustomerServiceatservice@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

---------------------- Page: 1 ----------------------
C67–07a
for each 500 tons (453.6 Mg) or fraction thereof. In no case shall less than five ti
...

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