ASTM C1716/C1716M-11
(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
ABSTRACT
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 and C1314. Testing machine requirements cover requirements for machine loading; gauges and displays; accuracy; load frame; plates, blocks, and platens; spacers; hemispherical head design; lower platen design; prescriptive design requirements for blocks and platens; and prescriptive design for deflection under load.
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 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 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.
1.4 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.
1.5 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 and health practices and determine the applicability of regulatory limitations prior to use.
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Designation:C1716/C1716M −11
StandardSpecification 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* 2. Referenced Documents
2
1.1 This specification provides minimum design standards
2.1 ASTM Standards:
for testing machines used to measure the compressive strength C140Test Methods for Sampling and Testing Concrete
of concrete masonry units, related units, and masonry prisms Masonry Units and Related Units
covered under Test Methods C140 and C1314. C1093Practice for Accreditation of Testing Agencies for
Masonry
1.2 The text of this standard references notes and footnotes
C1314Test Method for Compressive Strength of Masonry
which provide explanatory material.These notes and footnotes
Prisms
(excluding those in tables and figures) shall not be considered
E4Practices for Force Verification of Testing Machines
as requirements of this standard.
1.3 The values stated in either SI units or inch-pound units
3. Terminology
are to be regarded separately as standard. The values stated in
3.1 Definitions:
each system may not be exact equivalents; therefore, each
3.1.1 bearing, adj—direct contact with the specimen being
system shall be used independently of the other. Combining
tested, as in bearing plate, bearing block, and bearing platen.
values from the two systems may result in non-conformance
3.1.2 block, n—steel piece 50 mm [2 in.] thick or greater
with the standard.
that provides additional load capacity in bending to platens.
1.4 This specification shall be used to determine the maxi-
3.1.2.1 Discussion—Blocks may be used to accommodate
mum allowable specimen size and the maximum allowable
testing specimens of various heights in a testing machine.
load limits on a specific specimen for any test machine. These
limits are based on deflection of the bearing surfaces and the 3.1.3 composite, adj—made up of two or more pieces or
materials.
machine load frame. These limits may not reflect the actual
capacity of the machine and do not supersede the machine
3.1.4 load frame, n—all components of the testing machine
manufacturer’srecommendedoperationallimits.Theusermust
that react against forces applied to the test specimen during
determine if testing machine capacities, allowable specimen
testing.
size and maximum allowable load are appropriate for the
3.1.5 plate, n—steel piece less than 50 mm [2 in.] thick.
sample to be tested.
3.1.5.1 Discussion—Plates are used to accommodate test
1.5 This standard does not purport to address all of the
specimens of various heights in a testing machine but do not
safety concerns, if any, associated with its use. It is the
provide additional load capacity in bending to platens or
responsibility of the user of this standard to establish appro-
blocks. Plates can also be used as bearing surfaces.
priate safety and health practices and determine the applica-
3.1.6 platen, n—the primary bearing surfaces of the testing
bility of regulatory limitations prior to use.
machine.
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, 2011. Published June 2011. Originally contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
approved in 2010. Last previous edition approved in 2010 as C1716/C1716M–10. Standards volume information, refer to the standard’s Document Summary page on
DOI: 10.1520/C1716_C1716M-11. 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
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C1716/C1716M−11
3.1.6.1 Discussion—Platen is a general term without spe- 4.5.1 Plates, blocks, and platens shall meet requirements of
cific properties implied. In general, the lower platen is semi- 4.9forflatnessandsurfacefinish.Surfacetreatmentsorplating
permanently fixed to the testing machine and the upper platen to reduce corrosion is permitted.
is semi-permanently fixed to a hemispherical thrust bearing. 4.5.2 Spacer Plate—A one piece steel plate, less than 50
mm [2 in.] in thickness and greater than 11.5 mm [0.45 in.] in
3.1.7 spacer, n—plates, blocks, or equipment and fixtures
thickness.Spacerplatesshallnotbeusedindirectcontactwith
...
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–10 Designation: C1716/C1716M – 11
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 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 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.
1.4This 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.
1.4 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.
1.5 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 and health practices and determine the applicability of regulatory
limitations prior to use.
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 15, 2010. Published July 2010. DOI: 10.1520/C1716_C1716M-10.
Current edition approved June 1, 2011. Published June 2011. Originally approved in 2010. Last previous edition approved in 2010 as C1716/C1716M – 10. DOI:
10.1520/C1716_C1716M-11.
*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 ----------------------
C1716/C1716M – 11
2. Referenced Documents
2
2.1 ASTM Standards:
C140 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.
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 or blocks. Plates can also be used as bearing surfaces.
3.1.6 platen, n—the primary bearing surfaces of the testing machine.
3.1.6.1 Discussion—Platen is a general term without specific properties implied. In general, the lower platen is semi-
permanently fixed to the testing machine and the upper pl
...
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