ASTM F2170-19
(Test Method)Standard Test Method for Determining Relative Humidity in Concrete Floor Slabs Using in situ Probes
Standard Test Method for Determining Relative Humidity in Concrete Floor Slabs Using in situ Probes
SIGNIFICANCE AND USE
5.1 Excessive moisture in floor slabs after floor covering has been installed can cause floor covering system failures such as debonding, peaking and deterioration of finish flooring and coatings and microbial growth.
5.2 Manufacturers of such systems generally require moisture testing to be performed before installation on concrete. Internal relative humidity testing is one such method.
5.3 Moisture test results indicate the moisture condition of the slab only at the time of the test and in the specific locations tested.
SCOPE
1.1 This test method covers the quantitative determination of percent relative humidity in concrete slabs for field or laboratory tests.
1.2 The values stated in inch-pound units are to be regarded as standard. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered standard.
1.3 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.
Specific warnings are given in Section 7, 10.3.2, and 10.4.4.
1.4 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
Relations
Buy Standard
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NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.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: F2170 − 19
Standard Test Method for
Determining Relative Humidity in Concrete Floor Slabs
1
Using in situ Probes
This standard is issued under the fixed designation F2170; 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 3. Terminology
1.1 This test method covers the quantitative determination 3.1 Definitions:
of percent relative humidity in concrete slabs for field or 3.1.1 relative humidity, n—ratio of the amount of water
laboratory tests. vaporactuallyintheaircomparedtotheamountofwatervapor
required for saturation at that particular temperature and
1.2 The values stated in inch-pound units are to be regarded
pressure, expressed as a percentage.
as standard. The values given in parentheses are mathematical
3.1.2 service temperature and relative humidity, n—average
conversions to SI units that are provided for information only
ambient air temperature and relative humidity that typically
and are not considered standard.
will be found in a building’s occupied spaces during normal
1.3 This standard does not purport to address all of the
use.
safety concerns, if any, associated with its use. It is the
responsibility of the user of this standard to establish appro-
4. Summary of Test Method
priate safety, health, and environmental practices and deter-
4.1 This test method comprises two procedures for forming
mine the applicability of regulatory limitations prior to use.
holes in concrete into which a relative humidity probe is
Specific warnings are given in Section 7, 10.3.2, and 10.4.4.
placed. Procedure A for hardened concrete involves drilling a
1.4 This international standard was developed in accor-
cylindrical hole in concrete with a rotary hammerdrill, then
dance with internationally recognized principles on standard-
placing a hollow sleeve to line the hole. Procedure B is an
ization established in the Decision on Principles for the
alternative procedure for fresh concrete, which involves form-
Development of International Standards, Guides and Recom-
ing a cylindrical hole in concrete by placing a hollow cylin-
mendations issued by the World Trade Organization Technical
drical tube in the formwork, then placing and consolidating
Barriers to Trade (TBT) Committee.
concrete around the tube. The liner or tube permits measure-
ment of RH at a specific, well-defined depth in the concrete.
2. Referenced Documents
2
4.2 Methods of probe calibration and factors affecting
2.1 ASTM Standards:
equilibration are described in Section 8.
E104 Practice for Maintaining Constant Relative Humidity
by Means of Aqueous Solutions
5. Significance and Use
E177 Practice for Use of the Terms Precision and Bias in
5.1 Excessivemoistureinfloorslabsafterfloorcoveringhas
ASTM Test Methods
been installed can cause floor covering system failures such as
F710 Practice for Preparing Concrete Floors to Receive
debonding, peaking and deterioration of finish flooring and
Resilient Flooring
coatings and microbial growth.
3
2.2 OSHA Standard:
5.2 Manufacturers of such systems generally require mois-
§1926.1153 Respirable crystalline silica
ture testing to be performed before installation on concrete.
Internal relative humidity testing is one such method.
1
ThistestmethodisunderthejurisdictionofASTMCommitteeF06onResilient
Floor Coverings and is the direct responsibility of Subcommittee F06.40 on 5.3 Moisture test results indicate the moisture condition of
Practices.
the slab only at the time of the test and in the specific locations
Current edition approved March 1, 2019. Published April 2019. Originally
tested.
approved in 2002. Last previous edition approved in 2018 as F2170-18. DOI:
10.1520/F2170-19.
6. Apparatus
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
6.1 Hole Liner, made of plastic or non-corroding metal. The
Standards volume information, refer to the standard’s Document Summary page on
liner shall have the shape of a hollow right circular cylinder
the ASTM website.
3 and shall be between 0.37 to 0.75-in. (10 to 20 mm) outside
Available from Occupational Safety and Health Administration (OSHA), 200
Constitution Ave., NW, Washington, DC 20210, http://www.osha.gov. diameter.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1
---------------------- Page: 1 ----------------------
F2170 − 19
6.1.1 The liner shall have a solid sidewall that is open only als exposed to asbestos fibers greatly increases the risk of
at the bottom and at the top. Slots,
...
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: F2170 − 18 F2170 − 19
Standard Test Method for
Determining Relative Humidity in Concrete Floor Slabs
1
Using in situ Probes
This standard is issued under the fixed designation F2170; 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 test method covers the quantitative determination of percent relative humidity in concrete slabs for field or laboratory
tests.
1.2 The values stated in inch-pound units are to be regarded as standard. The values given in parentheses are mathematical
conversions to SI units that are provided for information only and are not considered standard.
1.3 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.
Specific warnings are given in Section 7, 10.3.2, and 10.4.4.
1.4 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:
E104 Practice for Maintaining Constant Relative Humidity by Means of Aqueous Solutions
E177 Practice for Use of the Terms Precision and Bias in ASTM Test Methods
F710 Practice for Preparing Concrete Floors to Receive Resilient Flooring
3
2.2 OSHA Standard:
§1926.1153 Respirable crystalline silica
3. Terminology
3.1 Definitions:
3.1.1 relative humidity, n—ratio of the amount of water vapor actually in the air compared to the amount of water vapor required
for saturation at that particular temperature and pressure, expressed as a percentage.
3.1.2 service temperature and relative humidity, n—average ambient air temperature and relative humidity that typically will be
found in a building’s occupied spaces during normal use.
4. Summary of Test Method
4.1 This test method comprises two procedures for forming holes in concrete into which a relative humidity probe is placed.
Procedure A for hardened concrete involves drilling a cylindrical hole in concrete with a rotary hammerdrill, then placing a hollow
sleeve to line the hole. Procedure B is an alternative procedure for fresh concrete, which involves forming a cylindrical hole in
concrete by placing a hollow cylindrical tube in the formwork, then placing and consolidating concrete around the tube. The liner
or tube permits measurement of RH at a specific, well-defined depth in the concrete.
4.2 Methods of probe calibration and factors affecting equilibration are described in Section 8.
1
This test method is under the jurisdiction of ASTM Committee F06 on Resilient Floor Coverings and is the direct responsibility of Subcommittee F06.40 on Practices.
Current edition approved Jan. 1, 2018March 1, 2019. Published February 2018April 2019. Originally approved in 2002. Last previous edition approved in 20172018 as
F2170-17.-18. DOI: 10.1520/F2170-18.10.1520/F2170-19.
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.
3
Available from Occupational Safety and Health Administration (OSHA), 200 Constitution Ave., NW, Washington, DC 20210, http://www.osha.gov.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1
---------------------- Page: 1 ----------------------
F2170 − 19
5. Significance and Use
5.1 Excessive moisture in floor slabs after floor covering has been installed can cause floor covering system failures such as
debonding, peaking and deterioration of finish flooring and coatings and microbial growth.
5.2 Manufacturers of such systems generally require moisture testing to be performed before installation on concrete. Internal
relative humidity testing is one such method.
5.3 Moisture test results indicate the moisture condition of the slab only at the time of the test and in the specific locations tested.
6. Apparatu
...
Questions, Comments and Discussion
Ask us and Technical Secretary will try to provide an answer. You can facilitate discussion about the standard in here.