ASTM C1716/C1716M-18
(Specification)Standard Specification for Compression Testing Machine Requirements for Concrete Masonry Units, Related Units, and Prisms
Standard Specification for Compression Testing Machine Requirements for Concrete Masonry Units, Related Units, and Prisms
SCOPE
1.1 This specification provides minimum design standards for testing machines used to measure the compressive strength of concrete masonry units, related units, and masonry prisms covered under Test Methods C140/C140M and C1314.
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 this standard.
1.3 This specification shall be used to determine the maximum allowable specimen size and the maximum allowable load limits on a specific specimen for any test machine. These limits are based on deflection of the bearing surfaces and the machine load frame. These limits may not reflect the actual capacity of the machine and do not supersede the machine manufacturer’s recommended operational limits. The user must determine if testing machine capacities, allowable specimen size and maximum allowable load are appropriate for the sample to be tested.
1.4 The values stated in either SI units or inch-pound units are to be regarded separately as standard. The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other. Combining values from the two systems may result in non-conformance with the standard.
1.5 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, health, and environmental practices and determine the applicability of regulatory limitations prior to use.
1.6 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.
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Designation:C1716/C1716M −18
Standard Specification for
Compression Testing Machine Requirements for Concrete
1
Masonry Units, Related Units, and Prisms
This standard is issued under the fixed designation C1716/C1716M; 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* mendations issued by the World Trade Organization Technical
Barriers to Trade (TBT) Committee.
1.1 This specification provides minimum design standards
for testing machines used to measure the compressive strength
2. Referenced Documents
of concrete masonry units, related units, and masonry prisms
2
2.1 ASTM Standards:
covered under Test Methods C140/C140M and C1314.
C140/C140MTest Methods for Sampling and Testing Con-
1.2 The text of this standard references notes and footnotes
crete Masonry Units and Related Units
which provide explanatory material.These notes and footnotes
C1093Practice for Accreditation of Testing Agencies for
(excluding those in tables and figures) shall not be considered
Masonry
as requirements of this standard.
C1314Test Method for Compressive Strength of Masonry
1.3 This specification shall be used to determine the maxi- Prisms
E4Practices for Force Verification of Testing Machines
mum allowable specimen size and the maximum allowable
load limits on a specific specimen for any test machine. These
3. Terminology
limits are based on deflection of the bearing surfaces and the
machine load frame. These limits may not reflect the actual 3.1 Definitions:
3.1.1 bearing, adj—direct contact with the specimen being
capacity of the machine and do not supersede the machine
manufacturer’srecommendedoperationallimits.Theusermust tested, as in bearing plate, bearing block, and bearing platen.
determine if testing machine capacities, allowable specimen
3.1.2 block, n—steel piece 50 mm [2 in.] thick or greater
size and maximum allowable load are appropriate for the
that provides additional load capacity in bending to platens.
sample to be tested.
3.1.2.1 Discussion—Blocks may be used to accommodate
testing specimens of various heights in a testing machine.
1.4 The values stated in either SI units or inch-pound units
are to be regarded separately as standard. The values stated in
3.1.3 composite, adj—made up of two or more pieces or
each system may not be exact equivalents; therefore, each
materials.
system shall be used independently of the other. Combining
3.1.4 load frame, n—all components of the testing machine
values from the two systems may result in non-conformance
that react against forces applied to the test specimen during
with the standard.
testing.
1.5 This standard does not purport to address all of the
3.1.5 plate, n—steel piece less than 50 mm [2 in.] thick.
safety concerns, if any, associated with its use. It is the
3.1.5.1 Discussion—Plates are used to accommodate test
responsibility of the user of this standard to establish appro-
specimens of various heights in a testing machine but do not
priate safety, health, and environmental practices and deter-
provide additional load capacity in bending to platens or
mine the applicability of regulatory limitations prior to use.
blocks. Plates can also be used as bearing surfaces.
1.6 This international standard was developed in accor-
3.1.6 platen, n—the primary bearing surfaces of the testing
dance with internationally recognized principles on standard-
machine.
ization established in the Decision on Principles for the
3.1.6.1 Discussion—Platen is a general term without spe-
Development of International Standards, Guides and Recom-
cific properties implied. In general, the lower platen is semi-
permanently fixed to the testing machine and the upper platen
is semi-permanently fixed to a hemispherical thrust bearing.
1
This specification is under the jurisdiction of ASTM Committee C15 on
Manufactured Masonry Units and is the direct responsibility of Subcommittee
2
C15.04 on Research. For referenced ASTM standards, visit the ASTM website, www.astm.org, or
CurrenteditionapprovedJune1,2018.PublishedJuly2018.Originallyapproved contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
in 2010. Last previous edition approved in 2016 as C1716/C1716M–16. DOI: Standards volume information, refer to the standard’s Document Summary page on
10.1520/C1716_C1716M-18. 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
---------------------- Page: 1 ----------------------
C1716/C1716M−18
3.1.7 spacer, n—plates, blocks, o
...
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: C1716/C1716M − 16 C1716/C1716M − 18
Standard Specification for
Compression Testing Machine Requirements for Concrete
1
Masonry Units, Related Units, and Prisms
This standard is issued under the fixed designation C1716/C1716M; 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 provides minimum design standards for testing machines used to measure the compressive strength of
concrete masonry units, related units, and masonry prisms covered under Test Methods C140C140/C140M and C1314.
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 this standard.
1.3 This specification shall be used to determine the maximum allowable specimen size and the maximum allowable load limits
on a specific specimen for any test machine. These limits are based on deflection of the bearing surfaces and the machine load
frame. These limits may not reflect the actual capacity of the machine and do not supersede the machine manufacturer’s
recommended operational limits. The user must determine if testing machine capacities, allowable specimen size and maximum
allowable load are appropriate for the sample to be tested.
1.4 The values stated in either SI units or inch-pound units are to be regarded separately as standard. The values stated in each
system may not be exact equivalents; therefore, each system shall be used independently of the other. Combining values from the
two systems may result in non-conformance with the standard.
1.5 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 safety, health, and healthenvironmental practices and determine the
applicability of regulatory limitations prior to use.
1.6 This international standard was developed in accordance with internationally recognized principles on standardization
established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued
by the World Trade Organization Technical Barriers to Trade (TBT) Committee.
2. Referenced Documents
2
2.1 ASTM Standards:
C140C140/C140M Test Methods for Sampling and Testing Concrete Masonry Units and Related Units
C1093 Practice for Accreditation of Testing Agencies for Masonry
C1314 Test Method for Compressive Strength of Masonry Prisms
E4 Practices for Force Verification of Testing Machines
3. Terminology
3.1 Definitions:
3.1.1 bearing, adj—direct contact with the specimen being tested, as in bearing plate, bearing block, and bearing platen.
3.1.2 block, n—steel piece 50 mm [2 in.] thick or greater that provides additional load capacity in bending to platens.
3.1.2.1 Discussion—
Blocks may be used to accommodate testing specimens of various heights in a testing machine.
1
This specification is under the jurisdiction of ASTM Committee C15 on Manufactured Masonry Units and is the direct responsibility of Subcommittee C15.04 on
Research.
Current edition approved June 1, 2016June 1, 2018. Published July 2016July 2018. Originally approved in 2010. Last previous edition approved in 20142016 as
C1716/C1716M – 14.C1716/C1716M – 16. DOI: 10.1520/C1716_C1716M-16.10.1520/C1716_C1716M-18.
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or 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.
*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
---------------------- Page: 1 ----------------------
C1716/C1716M − 18
3.1.3 composite, adj—made up of two or more pieces or materials.
3.1.4 load frame, n—all components of the testing machine that react against forces applied to the test specimen during testing.
3.1.5 plate, n—steel piece less than 50 mm [2 in.] thick.
3.1.5.1 Discussion—
Plates are used to accommodate test specimens of various heights in a testing machine but do not provide additional load capacity
in bending to platens
...
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