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ASTM F710-98

(Practice)

Standard Practice for Preparing Concrete Floors to Receive Resilient Flooring

Standard Practice for Preparing Concrete Floors to Receive Resilient Flooring

SCOPE
1.1 This practice covers the determination of the acceptability of a concrete floor for receiving the installation of resilient flooring.  
1.2 This practice includes suggestions for the construction of a concrete floor to ensure its acceptability for installation of resilient flooring.  
1.3 This practice does not cover the adequacy of the concrete floor to perform its structural requirements.  
1.4 This practice covers the necessary preparation of such floors prior to the installation of resilient flooring.  
1.5 This practice does not supersede in any manner the resilient flooring manufacturer's instruction. Consult the individual manufacturer for specific recommendations.  
1.6 This standard does not purport to address all of the safety problems, 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.

General Information

Status
Historical
Publication Date
09-Nov-1998
ICS
91.060.30 - Ceilings. Floors. Stairs
97.150 - Floor coverings
Technical Committee
F06 - Resilient Floor Coverings
Drafting Committee
F06.40 - Practices
Current Stage
Ref Project

Relations

Replaced By
ASTM F710-03 - Standard Practice for Preparing Concrete Floors to Receive Resilient Flooring
Effective Date
10-Sep-2003
Referred By
ASTM F2034-18 - Standard Specification for Sheet Linoleum Floor Covering
Effective Date
10-Nov-1998
Referred By
ASTM F2170-19a - Standard Test Method for Determining Relative Humidity in Concrete Floor Slabs Using in situ Probes
Effective Date
10-Nov-1998
Referred By
ASTM F1344-21a - Standard Specification for Rubber Floor Tile
Effective Date
10-Nov-1998
Referred By
ASTM F3311-19 - Standard Practice for Mat Bond Evaluation of Performance and Compatibility for Resilient Flooring System Components Prior to Installation
Effective Date
10-Nov-1998
Referred By
ASTM F2471-19 - Standard Practice for Installation of Thick Poured Lightweight Cellular Concrete Underlayments and Preparation of the Surface to Receive Resilient Flooring
Effective Date
10-Nov-1998
Referred By
ASTM F2678-16(2021) - Standard Practice for Preparing Panel Underlayments, Thick Poured Gypsum Concrete Underlayments, Thick Poured Lightweight Cellular Concrete Underlayments, and Concrete Subfloors with Underlayment Patching Compounds to Receive Resilient Flooring
Effective Date
10-Nov-1998
Referred By
ASTM F3441-23a - Standard Guide for Measurement of pH Below Resilient Flooring Installations
Effective Date
10-Nov-1998
Referred By
ASTM F2873-20 - Standard Practice for the Installation of Self-Leveling Underlayment and the Preparation of Surface to Receive Resilient Flooring
Effective Date
10-Nov-1998
Referred By
ASTM E1643-18a - Standard Practice for Selection, Design, Installation, and Inspection of Water Vapor Retarders Used in Contact with Earth or Granular Fill Under Concrete Slabs
Effective Date
10-Nov-1998
Referred By
ASTM F1860-21a - Standard Specification for Rubber Sheet Floor Covering With Backing
Effective Date
10-Nov-1998
Referred By
ASTM F3041-14(2019) - Standard Specification for Bonded Rubber Crumb Floor Coverings
Effective Date
10-Nov-1998
Referred By
ASTM F710-22 - Standard Practice for Preparing Concrete Floors to Receive Resilient Flooring
Effective Date
10-Nov-1998
Referred By
ASTM F1859-21a - Standard Specification for Rubber Sheet Floor Covering Without Backing
Effective Date
10-Nov-1998
Referred By
ASTM F1303-04(2021) - Standard Specification for Sheet Vinyl Floor Covering with Backing
Effective Date
10-Nov-1998

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ASTM F710-98 - Standard Practice for Preparing Concrete Floors to Receive Resilient FlooringASTM F710-98 - Standard Practice for Preparing Concrete Floors to Receive Resilient Flooring
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ASTM F710-98 - Standard Practice for Preparing Concrete Floors to Receive Resilient Flooring
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Standards Content (Sample)

NOTICE: This standard has either been superceded and replaced by a new version or discontinued.
Contact ASTM International (www.astm.org) for the latest information.
Designation: F 710 – 98
AMERICAN SOCIETY FOR TESTING AND MATERIALS
100 Barr Harbor Dr., West Conshohocken, PA 19428
Reprinted from the Annual Book of ASTM Standards. Copyright ASTM
Standard Practice for
1
Preparing Concrete Floors to Receive Resilient Flooring
This standard is issued under the fixed designation F 710; 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 (e) indicates an editorial change since the last revision or reapproval.
1. Scope Used In Contact With Soil or Granular Fill Under Concrete
5
Slabs
1.1 This practice covers the determination of the acceptabil-
E 1486 Test Method for Determining Floor Tolerances Us-
ity of a concrete floor for the installation of resilient flooring.
5
ing Waviness, Wheel Path, and Levelness Criteria
1.2 This practice includes suggestions for the construction
5
F 141 Terminology Relating to Resilient Floor Coverings
of a concrete floor to ensure its acceptability for installation of
F 1869 Test Method for Measuring Moisture Vapor Emis-
resilient flooring.
sion Rate of Concrete Subfloor Using Anhydrous Calcium
1.3 This practice does not cover the adequacy of the
5
Chloride
concrete floor to perform its structural requirements.
1.4 This practice covers the necessary preparation of con-
NOTE 1—Specifications and test methods for cements and other related
crete floors prior to the installation of resilient flooring.
materials are found in ASTM Volume 04.01. Specifications and test
methods for concretes and related materials are found in ASTM Volume
1.5 This practice does not supersede in any manner the
04.02.
resilient flooring or adhesive manufacturer’s written instruc-
6
tions. Consult the individual manufacturer for specific recom-
2.2 ACI Guides:
mendations.
302.1R Guide for Concrete Floor and Slab Construction
1.6 This standard does not purport to address all of the
117R Standard Tolerances for Concrete Construction and
safety concerns, if any, associated with its use. It is the
Materials
7
responsibility of the user of this standard to establish appro-
2.3 Resilient Floor Covering Institute (RFCI):
priate safety and health practices and determine the applica-
Recommended Work Practices for the Removal of Resilient
bility of regulatory limitations prior to use.
Floor Coverings
1.7 The values stated in inch-pound units are to be regarded
2.4 Other Standards:
as standard. The values in parentheses are mathematical
MASTERSPEC Guide Spec Section 03300, “Cast-In-
8
conversions to SI units and are provided for information only.
Place Concrete”
SPECTEXT Guide Spec Section 03346, “Concrete Floor
2. Referenced Documents 9
Finishing”
2.1 ASTM Standards:
2
3. Terminology
C 33 Specification for Concrete Aggregates
C 109/C 109M Test Method for Compressive Strength of
3.1 Definitions— For definitions of terms used in this
3
Hydraulic Cement Mortars
practice, see Terminology F 141.
C 309 Specification for Liquid Membrane-Forming Com-
2
4. General Guidelines
pounds for Curing Concrete
C 472 Test Method for Compressive Strength of Gypsum 4.1 Concrete floors to receive resilient flooring shall be
3
Cement
permanently dry, clean, smooth, and structurally sound. They
4
D 4259 Practice for Abrading Concrete shall be free of dust, solvent, paint, wax, oil, grease, residual
E 1155 Test Method for Determining FF/FL (Floor Flatness
adhesive, adhesive removers, curing, sealing, hardening, or
5
and Floor Levelness) parting compounds, alkaline salts, excessive carbonation or
E 1745 Specification for Plastic Water Vapor Retarders
laitence, mold, mildew, and other foreign materials that might
prevent adhesive bond.
1
This practice is under the jurisdiction of ASTM Committee F-6 on Resilient
6
Floor Coverings and is the direct responsibility of Subcommittee F06.40 on Available from American Concrete Institute, 19150 Redford Station, Detroit,
Practices. MI 48219.
7
Current edition approved November 10, 1998. Published March 1999. Originally Resilient Floor Covering Institute, 966 Hungerford Drive, Rockville, MD
published as F 710 – 81. Last previous edition F 710 – 92. 20850.
2 8
Annual Book of ASTM Standards, Vol 04.02. Available from MASTERSPEC, AIA Master Systems, King Street Station, 225
3
Annual Book of ASTM Standards, Vol 04.01. Reinekers Lane, Suite 215, Alexandria, VA 22314-2875.
4 9
Annual Book of ASTM Standards, Vol 06.02. Available from SPECTEXT, National Institute of Building Sciences, 1090
5
Annual Book of ASTM Standards, Vol 15.04. Vermont Avenue, NW, Suite 700, Washington, DC 20005-4905.
1

---------------------- Page: 1 ----------------------
NOTICE: This standard has either been superceded and replaced by a new version or discontinued.
Contact ASTM I
...

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SIGNIFICANCE AND USE
4.1 There is typically a higher concentration of soluble alkali salts in the surface region of a concrete slab due to the initial bleeding process of a freshly placed concrete slab. If after a resilient floor covering material is installed there is sufficient moisture within the slab to place these salts into solution a potentially damaging high pH solution can develop beneath the installed material.  
4.2 Results obtained through the use of this guide indicate the comparative pH of reagent water placed on properly prepared concrete slab surfaces only at the time of the procedure and in the specific locations evaluated.  
4.3 If pre-installation surface pH evaluation is required by the manufacturer of the resilient flooring, adhesive, patching/underlayment products or project specifications, their instructions and limitations should be consulted.
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1.1 This guide discusses procedures that may be used for evaluating the comparative change in pH of reagent water placed on the surface of a properly prepared concrete slab surface.  
1.2 This guide is intended to be used in conjunction with the flat surface electrode pH meter manufacturer’s calibration procedures, operation instructions, and interpretive data where available.  
1.3 This guide is intended to be used in conjunction with the pH paper manufacturer’s instructions, product shelf life, and interpretive data where available.  
1.4 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.  
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Standard Practice for Preparing Concrete Floors to Receive Resilient Flooring

ABSTRACT
This practice covers the procedure for determining the acceptability of concrete floors for the installation of resilient flooring. It also includes suggestions for ensuring that the constructed concrete floor is acceptable for such installations but does not cover tests for adequacy of the concrete floor to perform structural requirements. A permanent, effective moisture vapor retarder, of the specified thickness and permeance, is required under all on- or below-grade concrete floors. Concrete floors for resilient floorings should be permanently dry, clean, smooth, structurally sound, and free of substances that may prevent adhesive bonding. Surface cracks, grooves, depression, control joints or other non-moving joints, and other irregularities should be filled or smoothed with latex patching or a recommended underlayment compound. The surface of the floor should be cleaned by scraping, brushing, vacuuming, or any other method. All concrete slabs should be tested for moisture regardless of age or grade level while all concrete floors should be tested for pH before installing resilient flooring.
SCOPE
1.1 This practice covers the determination of the acceptability of a concrete floor for the installation of resilient flooring.  
1.2 This practice includes suggestions for the construction of a concrete floor to ensure its acceptability for installation of resilient flooring.  
1.3 This practice does not cover the adequacy of the concrete floor to perform its structural requirements.  
1.4 This practice covers the necessary preparation of concrete floors prior to the installation of resilient flooring.  
1.5 This practice does not supersede in any manner the resilient flooring or adhesive manufacturer's written instructions. Consult the individual manufacturer for specific recommendations.  
1.6 Although carpet tiles, carpet, wood flooring, coatings, films, and paints are not specifically intended to be included in the category of resilient floor coverings, the procedures included in this practice may be useful for preparing concrete floors to receive such finishes.  
1.7 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. See 4.1.1, 7.1.1, and 7.1.2 for specific warning statements.  
1.8 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.  
1.9 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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SIGNIFICANCE AND USE
4.1 There is typically a higher concentration of soluble alkali salts in the surface region of a concrete slab due to the initial bleeding process of a freshly placed concrete slab. If after a resilient floor covering material is installed there is sufficient moisture within the slab to place these salts into solution a potentially damaging high pH solution can develop beneath the installed material.  
4.2 Results obtained through the use of this guide indicate the comparative pH of reagent water placed on properly prepared concrete slab surfaces only at the time of the procedure and in the specific locations evaluated.  
4.3 If pre-installation surface pH evaluation is required by the manufacturer of the resilient flooring, adhesive, patching/underlayment products or project specifications, their instructions and limitations should be consulted.
SCOPE
1.1 This guide discusses procedures that may be used for evaluating the comparative change in pH of reagent water placed on the surface of a properly prepared concrete slab surface.  
1.2 This guide is intended to be used in conjunction with the flat surface electrode pH meter manufacturer’s calibration procedures, operation instructions, and interpretive data where available.  
1.3 This guide is intended to be used in conjunction with the pH paper manufacturer’s instructions, product shelf life, and interpretive data where available.  
1.4 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.  
1.5 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 Some specific hazards statements are given in Section 9 on Hazards.  
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1.1 This practice covers the determination of the acceptability of a concrete floor for the installation of resilient flooring.  
1.2 This practice includes suggestions for the construction of a concrete floor to ensure its acceptability for installation of resilient flooring.  
1.3 This practice does not cover the adequacy of the concrete floor to perform its structural requirements.  
1.4 This practice covers the necessary preparation of concrete floors prior to the installation of resilient flooring.  
1.5 This practice does not supersede in any manner the resilient flooring or adhesive manufacturer's written instructions. Consult the individual manufacturer for specific recommendations.  
1.6 Although carpet tiles, carpet, wood flooring, coatings, films, and paints are not specifically intended to be included in the category of resilient floor coverings, the procedures included in this practice may be useful for preparing concrete floors to receive such finishes.  
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1.1 This specification2 covers hot- and cold-worked precipitation-hardenable nickel alloy rod, bar, forgings, and forging stock for moderate or high temperature service (Table 1).  
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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.

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1.1 This specification covers preformed expansion joint fillers made from closed-cell polypropylene foam materials having suitable compressibility, recovery from compression, nonextruding, and weather-resistant characteristics.  
1.1.1 Type I, closed-cell polypropylene foam.  
1.2 These joint fillers are intended for use in concrete pavements in full-depth joints. There are several variations in size with typical thicknesses of 1/2 in. (12.7 mm), 3/4 in. (19.05 mm), and 1 in. (25.4 mm); typical widths of 31/2 in. (88.9 mm), 4 in. (101.6 mm), 5 in. (127 mm), 6 in. (152.5 mm), 7 in. (177.8 mm), 8 in. (203.2 mm), or 48 in. (1.2 m) sheet; and typical lengths of 5 ft (1.52 m) and 10 ft (3.05 m).  
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