Standard Test Methods for Strength of Anchors in Concrete Elements

SIGNIFICANCE AND USE
4.1 These test methods are intended to provide reproducible data from which acceptance criteria, design data, and specifications can be developed for anchors intended to be installed in concrete.
SCOPE
1.1 These test methods address the tensile and shear strengths of post-installed and cast-in-place anchors in test members made of cracked or uncracked concrete. Loadings include quasi-static, seismic, fatigue and shock. Environmental exposures include freezing and thawing, moisture, decreased and elevated temperatures and corrosion. These test methods provide basic testing procedures for use with product-specific evaluation and acceptance standards and are intended to be performed in a testing laboratory. Product-specific evaluation and acceptance standards may add specific details and appropriate parameters as needed to accomplish the testing. Only those tests required by the specifying authority need to be performed.  
1.2 These test methods are intended for use with post-installed and cast-in-place anchors designed for installation perpendicular to a plane surface of a test member.  
1.3 This standard prescribes separate procedures for static, seismic, fatigue and shock testing. Nothing in this standard, however, shall preclude combined tests incorporating two or more of these types of loading (such as seismic, fatigue and shock tests in series).  
1.4 Both inch-pound and SI units are provided in this standard. The testing may be performed in either system and reported in that system and the results converted to the other. However, anchor diameters, threads, and related testing equipment shall be in accordance with either inch-pound or SI provisions.  
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.

General Information

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Publication Date
31-Aug-2018
Current Stage
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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
Designation: E488/E488M − 18
Standard Test Methods for
1
Strength of Anchors in Concrete Elements
This standard is issued under the fixed designation E488/E488M; the number immediately following the designation indicates the year
of original adoption or, in the case of revision, the year of last revision.Anumber in parentheses indicates the year of last reapproval.
A superscript epsilon (´) indicates an editorial change since the last revision or reapproval.
This standard has been approved for use by agencies of the U.S. Department of Defense.
1. Scope ization established in the Decision on Principles for the
Development of International Standards, Guides and Recom-
1.1 These test methods address the tensile and shear
mendations issued by the World Trade Organization Technical
strengths of post-installed and cast-in-place anchors in test
Barriers to Trade (TBT) Committee.
members made of cracked or uncracked concrete. Loadings
includequasi-static,seismic,fatigueandshock.Environmental
2. Referenced Documents
exposures include freezing and thawing, moisture, decreased
and elevated temperatures and corrosion. These test methods 2
2.1 ASTM Standards:
provide basic testing procedures for use with product-specific
C31/C31MPractice for Making and Curing Concrete Test
evaluation and acceptance standards and are intended to be
Specimens in the Field
performed in a testing laboratory. Product-specific evaluation
C33/C33MSpecification for Concrete Aggregates
and acceptance standards may add specific details and appro-
C39/C39MTest Method for Compressive Strength of Cylin-
priate parameters as needed to accomplish the testing. Only
drical Concrete Specimens
those tests required by the specifying authority need to be
C42/C42MTest Method for Obtaining and Testing Drilled
performed.
Cores and Sawed Beams of Concrete
1.2 These test methods are intended for use with post-
C150/C150MSpecification for Portland Cement
installed and cast-in-place anchors designed for installation
C330/C330MSpecification for Lightweight Aggregates for
perpendicular to a plane surface of a test member.
Structural Concrete
E4Practices for Force Verification of Testing Machines
1.3 This standard prescribes separate procedures for static,
E8/E8MTest Methods for Tension Testing of Metallic Ma-
seismic, fatigue and shock testing. Nothing in this standard,
however, shall preclude combined tests incorporating two or terials
more of these types of loading (such as seismic, fatigue and E468Practice for Presentation of Constant Amplitude Fa-
shock tests in series). tigue Test Results for Metallic Materials
E575Practice for Reporting Data from Structural Tests of
1.4 Both inch-pound and SI units are provided in this
Building Constructions, Elements, Connections, and As-
standard. The testing may be performed in either system and
semblies
reported in that system and the results converted to the other.
E631Terminology of Building Constructions
However, anchor diameters, threads, and related testing equip-
E2265Terminology for Anchors and Fasteners in Concrete
ment shall be in accordance with either inch-pound or SI
and Masonry
provisions.
F606/F606MTest Methods for Determining the Mechanical
1.5 This standard does not purport to address all of the
Properties of Externally and Internally Threaded
safety concerns, if any, associated with its use. It is the
Fasteners, Washers, Direct Tension Indicators, and Rivets
responsibility of the user of this standard to establish appro-
F1624Test Method for Measurement of Hydrogen Em-
priate safety, health, and environmental practices and deter-
brittlement Threshold in Steel by the Incremental Step
mine the applicability of regulatory limitations prior to use.
Loading Technique
1.6 This international standard was developed in accor-
G5Reference Test Method for Making Potentiodynamic
dance with internationally recognized principles on standard-
Anodic Polarization Measurements
1
These test methods are under the jurisdiction of ASTM Committee E06 on
Performance of Buildings and are the direct responsibility of Subcommittee E06.13
2
on Structural Performance of Connections in Building Construction. For referenced ASTM standards, visit the ASTM website, www.astm.org, or
Current edition approved Sept. 1, 2018. Published September 2018. Originally contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
approved in 1976. Last previous edition approved in 2015 as E488/E488M–15. Standards volume information, refer to the standard’s Document Summary page on
DOI: 10.1520/E0488_E0488–18. the ASTM website.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1

---------------------- Page: 1 ----------------------
E488/E488M − 18
3
2.2 ANSI Standard:
f’ = specified compressive strength of reference
...

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: E488/E488M − 15 E488/E488M − 18
Standard Test Methods for
1
Strength of Anchors in Concrete Elements
This standard is issued under the fixed designation E488/E488M; 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.
This standard has been approved for use by agencies of the U.S. Department of Defense.
1. Scope
1.1 These test methods address the tensile and shear strengths of post-installed and cast-in-place anchors in test members made
of cracked or uncracked concrete. Loadings include quasi-static, seismic, fatigue and shock. Environmental exposures include
freezing and thawing, moisture, decreased and elevated temperatures and corrosion. These test methods provide basic testing
procedures for use with product-specific evaluation and acceptance standards and are intended to be performed in a testing
laboratory. Product-specific evaluation and acceptance standards may add specific details and appropriate parameters as needed to
accomplish the testing. Only those tests required by the specifying authority need to be performed.
1.2 These test methods are intended for use with post-installed and cast-in-place anchors designed for installation perpendicular
to a plane surface of a test member.
1.3 This standard prescribes separate procedures for static, seismic, fatigue and shock testing. Nothing in this standard, however,
shall preclude combined tests incorporating two or more of these types of loading (such as seismic, fatigue and shock tests in
series).
1.4 Both inch-pound and SI units are provided in this standard. The testing may be performed in either system and reported in
that system and the results converted to the other. However, anchor diameters, threads, and related testing equipment shall be in
accordance with either inch-pound or SI provisions.
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:
C31/C31M Practice for Making and Curing Concrete Test Specimens in the Field
C33/C33M Specification for Concrete Aggregates
C39/C39M Test Method for Compressive Strength of Cylindrical Concrete Specimens
C42/C42M Test Method for Obtaining and Testing Drilled Cores and Sawed Beams of Concrete
C150/C150M Specification for Portland Cement
C330/C330M Specification for Lightweight Aggregates for Structural Concrete
E4 Practices for Force Verification of Testing Machines
E8/E8M Test Methods for Tension Testing of Metallic Materials
E468 Practice for Presentation of Constant Amplitude Fatigue Test Results for Metallic Materials
E575 Practice for Reporting Data from Structural Tests of Building Constructions, Elements, Connections, and Assemblies
E631 Terminology of Building Constructions
E2265 Terminology for Anchors and Fasteners in Concrete and Masonry
1
These test methods are under the jurisdiction of ASTM Committee E06 on Performance of Buildings and are the direct responsibility of Subcommittee E06.13 on
Structural Performance of Connections in Building Construction.
Current edition approved April 15, 2015Sept. 1, 2018. Published May 2015September 2018. Originally approved in 1976. Last previous edition approved in 20102015
as E488/E488M – 10.E488/E488M–15. DOI: 10.1520/E0488_E0488-15.10.1520/E0488_E0488–18.
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’sstandard’s Document Summary page on the ASTM website.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1

---------------------- Page: 1 ----------------------
E488/E488M − 18
F606/F606M Test Methods for Determining the Mechanical P
...

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