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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NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.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
Designation:C1716/C1716M −20
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.
C1232Terminology for Masonry
1.3 This specification shall be used to determine the maxi- C1314Test Method for Compressive Strength of Masonry
Prisms
mum allowable specimen size and the maximum allowable
load limits on a specific specimen for any test machine. These E4Practices for Force Verification of Testing Machines
limits are based on deflection of the bearing surfaces and the
3. Terminology
machine load frame. These limits may not reflect the actual
3.1 Definitions:
capacity of the machine and do not supersede the machine
3.1.1 Fordefinitionsoftermsusedinthisspecification,refer
manufacturer’srecommendedoperationallimits.Theusermust
to Terminology C1232.
determine if testing machine capacities, allowable specimen
size and maximum allowable load are appropriate for the
3.2 Definitions of Terms Specific to This Standard:
sample to be tested.
3.2.1 bearing, adj—direct contact with the specimen being
tested, as in bearing plate, bearing block, and bearing platen.
1.4 The values stated in either SI units or inch-pound units
are to be regarded separately as standard. The values stated in 3.2.1.1 Discussion—Plates, blocks or platens used for bear-
ing purposes must have hardened bearing surfaces. Spacers do
each system may not be exact equivalents; therefore, each
system shall be used independently of the other. Combining not have to be hardened. Blocks are structural while plates are
not.
values from the two systems may result in non-conformance
with the standard.
3.2.2 block, n—steel piece 50 mm [2 in.] thick or greater
that provides additional load capacity in bending to platens.
1.5 This standard does not purport to address all of the
safety concerns, if any, associated with its use. It is the 3.2.2.1 Discussion—Blocks may be used to accommodate
testing specimens of various heights in a testing machine.
responsibility of the user of this standard to establish appro-
Hardened blocks can be used as bearing surfaces.
priate safety, health, and environmental practices and deter-
mine the applicability of regulatory limitations prior to use.
3.2.3 composite, adj—made up of two or more pieces or
1.6 This international standard was developed in accor-
materials.
dance with internationally recognized principles on standard-
3.2.4 load frame, n—all components of the testing machine
ization established in the Decision on Principles for the
that react against forces applied to the test specimen during
Development of International Standards, Guides and Recom-
testing.
3.2.5 plate, n—steel piece less than 50 mm [2 in.] thick that
doesnotprovideadditionalloadcapacityinbendingtoplatens.
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
Current edition approved June 1, 2020. Published June 2020. Originally contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
approved in 2010. Last previous edition approved in 2019 as C1716/C1716M–19. Standards volume information, refer to the standard’s Document Summary page on
DOI: 10.1520/C1716_C1716M-20. 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−20
perpendiculartotheaxisofmaximumlateralstiffness(seeFig.X1.1).Test
3.2.5.1 Discussion—Plates may be used t
...

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 − 19 C1716/C1716M − 20
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 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.
2. Referenced Documents
2
2.1 ASTM Standards:
C140/C140M Test Methods for Sampling and Testing Concrete Masonry Units and Related Units
C1093 Practice for Accreditation of Testing Agencies for Masonry
C1232 Terminology 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 For definitions of terms used in this specification, refer to Terminology C1232.
3.2 Definitions of Terms Specific to This Standard:
3.2.1 bearing, adj—direct contact with the specimen being tested, as in bearing plate, bearing block, and bearing platen.
3.2.1.1 Discussion—
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 May 1, 2019June 1, 2020. Published June 2019June 2020. Originally approved in 2010. Last previous edition approved in 20182019 as
C1716/C1716M – 18a.C1716/C1716M – 19. DOI: 10.1520/C1716_C1716M-19.10.1520/C1716_C1716M-20.
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 − 20
Plates, blocks or platens used for bearing purposes must have hardened bearing surfaces. Spacers do not have to be hardened.
Blocks are structural while plates are not.
3.2.2 block, n—steel piece 50 mm [2 in.] thick or greater that provides additional load capacity in bending to platens.
3.2.2.1 Discussion—
Blocks may be used to accommodate testing specimens of various heights in a testing machine. Hardened blocks can be used as
bearing surfaces.
3.2.3 composite, adj—made up of two or mo
...

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