iTeh StandardsiTeh Standards
EURUSD
Your shopping cart is empty.
ASTM

ASTM F710-05

(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 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 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. See 5.1, 7.1.1, and 7.1.2 for specific warning statements.
1.7 The values stated in inch-pound units are to be regarded as standard. The values in parentheses are mathematical conversions to SI units and are provided for information only.

General Information

Status
Historical
Publication Date
31-Jan-2005
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

Replaces
ASTM F710-03 - Standard Practice for Preparing Concrete Floors to Receive Resilient Flooring
Effective Date
01-Feb-2005
Replaced By
ASTM F710-08 - Standard Practice for Preparing Concrete Floors to Receive Resilient Flooring
Effective Date
01-Jan-2008
Referred By
ASTM F1860-21a - Standard Specification for Rubber Sheet Floor Covering With Backing
Effective Date
01-Feb-2005
Referred By
ASTM F1303-04(2021) - Standard Specification for Sheet Vinyl Floor Covering with Backing
Effective Date
01-Feb-2005
Referred By
ASTM F3041-14(2019) - Standard Specification for Bonded Rubber Crumb Floor Coverings
Effective Date
01-Feb-2005
Referred By
ASTM F3441-23a - Standard Guide for Measurement of pH Below Resilient Flooring Installations
Effective Date
01-Feb-2005
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
01-Feb-2005
Referred By
ASTM F1344-21a - Standard Specification for Rubber Floor Tile
Effective Date
01-Feb-2005
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
01-Feb-2005
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
01-Feb-2005
Referred By
ASTM F1859-21a - Standard Specification for Rubber Sheet Floor Covering Without Backing
Effective Date
01-Feb-2005
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
01-Feb-2005
Referred By
ASTM F3008-13(2020) - Standard Specification for Cork Floor Tile
Effective Date
01-Feb-2005
Referred By
ASTM F710-22 - Standard Practice for Preparing Concrete Floors to Receive Resilient Flooring
Effective Date
01-Feb-2005
Referred By
ASTM F2034-18 - Standard Specification for Sheet Linoleum Floor Covering
Effective Date
01-Feb-2005

Buy Standard

ASTM F710-05 - Standard Practice for Preparing Concrete Floors to Receive Resilient FlooringASTM F710-05 - Standard Practice for Preparing Concrete Floors to Receive Resilient Flooring
PreviousNext
Standard
ASTM F710-05 - Standard Practice for Preparing Concrete Floors to Receive Resilient Flooring
English language
6 pages
sale 15% off
Preview
sale 15% off
Preview

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:F710–05
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 E 1486 Test Method for Determining Floor Tolerances Us-
ing Waviness, Wheel Path, and Levelness Criteria
1.1 This practice covers the determination of the acceptabil-
E 1745 Specification for Plastic Water Vapor Retarders
ity of a concrete floor for the installation of resilient flooring.
Used In ContactWith Soil or Granular Fill Under Concrete
1.2 This practice includes suggestions for the construction
Slabs
of a concrete floor to ensure its acceptability for installation of
F 141 Terminology Relating to Resilient Floor Coverings
resilient flooring.
F 1869 Test Method for Measuring Moisture Vapor Emis-
1.3 This practice does not cover the adequacy of the
sion Rate of Concrete Subfloor Using Anhydrous Calcium
concrete floor to perform its structural requirements.
Chloride
1.4 This practice covers the necessary preparation of con-
F 2170 Test Method for Determining Relative Humidity in
crete floors prior to the installation of resilient flooring.
Concrete Floor Slabs Using In Situ Probes
1.5 This practice does not supersede in any manner the
resilient flooring or adhesive manufacturer’s written instruc-
NOTE 1—Specifications and test methods for cements and other related
tions. Consult the individual manufacturer for specific recom- materials are found in ASTM Volume 04.01. Specifications and test
methods for concretes and related materials are found in ASTM Volume
mendations.
04.02.
1.6 This standard does not purport to address all of the
3
safety concerns, if any, associated with its use. It is the
2.2 ACI Guides:
responsibility of the user of this standard to establish appro-
302.1R Guide for Concrete Floor and Slab Construction
priate safety and health practices and determine the applica-
117R Standard Tolerances for Concrete Construction and
bility of regulatory limitations prior to use. See 5.1, 7.1.1, and
Materials
4
7.1.2 for specific warning statements.
2.3 Resilient Floor Covering Institute (RFCI):
1.7 The values stated in inch-pound units are to be regarded
Recommended Work Practices for the Removal of Resilient
as standard. The values in parentheses are mathematical
Floor Coverings
conversions to SI units and are provided for information only. 2.4 Other Standards:
MASTERSPEC Guide Spec Section 03300, “Cast-In-
2. Referenced Documents
5
Place Concrete”
2
2.1 ASTM Standards:
SPECTEXT Guide Spec Section 03346, “Concrete Floor
6
C 109/C 109M Test Method for Compressive Strength of
Finishing”
Hydraulic Cement Mortars
3. Terminology
C 309 Specification for Liquid Membrane-Forming Com-
pounds for Curing Concrete
3.1 Definitions— For definitions of terms used in this
C 472 Test Method for Compressive Strength of Gypsum
practice, see Terminology F 141.
Cement
4. General Guidelines
D 4259 Practice for Abrading Concrete
E 1155 Test Method for Determining FF/FL(Floor Flatness
4.1 Concrete floors to receive resilient flooring shall be
and Floor Levelness) permanently dry, clean, smooth, and structurally sound. They
shall be free of dust, solvent, paint, wax, oil, grease, residual
1
This practice is under the jurisdiction of ASTM Committee F06 on Resilient
3
Floor Coverings and is the direct responsibility of Subcommittee F06.40 on Available from American Concrete Institute, 19150 Redford Station, Detroit,
Practices. MI 48219.
4
Current edition approved Feb. 1, 2005. Published March 2005. Originally Resilient Floor Covering Institute, 966 Hungerford Drive, Rockville, MD
approved in 1981. Last previous edition approved in 2003 as F 710 – 03. 20850.
2 5
For referenced ASTM standards, visit the ASTM website, www.astm.org, or Available from MASTERSPEC,AIAMaster Systems, King Street Station, 225
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM Reinekers Lane, Suite 215, Alexandria, VA 22314-2875.
6
Standards volume information, refer to the standard’s Document Summary page on Available from SPECTEXT, National Institute of Building Sciences, 1090
the ASTM website. Vermont Avenue, NW, Suite 700, Washington, DC 20005-4905.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
1

---------------------- Page: 1 ----------------------
F710–05
adhesive, adhesive removers, curing, sealing, hardening, or combination thereof. In the absence of manufacturer’s guide-
parting compounds, alkaline salts, excessive carbonation or lines, r
...

Questions, Comments and Discussion

Ask us and Technical Secretary will try to provide an answer. You can facilitate discussion about the standard in here.

This May Also Interest You

ASTM
ASTM F3441-23a(Guide)
Standard Guide for Measurement of pH Below Resilient Flooring Installations

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.  
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.

  • Guide
    4 pages
    English language
    sale 15% off
  • Guide
    4 pages
    English language
    sale 15% off
ASTM
ASTM F710-22(Practice)
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.

  • Standard
    10 pages
    English language
    sale 15% off
  • Standard
    10 pages
    English language
    sale 15% off
ASTM
ASTM F3441-23a(Guide)
Standard Guide for Measurement of pH Below Resilient Flooring Installations

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.  
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.

  • Guide
    4 pages
    English language
    sale 15% off
  • Guide
    4 pages
    English language
    sale 15% off
ASTM
ASTM F710-22(Practice)
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.

  • Standard
    10 pages
    English language
    sale 15% off
  • Standard
    10 pages
    English language
    sale 15% off
ASTM
ASTM C1732-19(Practice)
Standard Practice for Installation of Concrete Floor Tiles

SIGNIFICANCE AND USE
4.1 This practice is intended to provide technical information for designers, architects, and installers of CFT units in residential and light commercial construction. This practice does not address installation methods or techniques for floor tile units manufactured from other materials.
SCOPE
1.1 This practice covers the installation of concrete floor tile (CFT) units for application as exterior and interior flooring. Units described by this practice shall be manufactured to meet the requirements of Specification C1731. This practice is limited to the installation of CFT units.  
1.2 This practice covers aspects of installation relating to performance in service.  
1.3 Units—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.  
1.4 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.  
1.5 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.

  • Standard
    4 pages
    English language
    sale 15% off
  • Standard
    4 pages
    English language
    sale 15% off
ASTM
ASTM F1210-23(Guide)
Standard Guide for Ecological Considerations for the Use of Oil Spill Dispersants in Freshwater and Other Inland Environments, Lakes and Large Water Bodies

SIGNIFICANCE AND USE
3.1 This guide is meant to aid response teams who may use it during spill response planning and spill events.  
3.2 This guide should be adapted to site specific circumstance.
SCOPE
1.1 This guide covers the use of oil spill dispersants to assist in the control of oil spills. The guide is written with the goal of minimizing the environmental impacts of oil spills; this goal is the basis on which the recommendations are made. Aesthetic and socioeconomic factors are not considered, although these and other factors are often important in spill response.  
1.2 Spill responders have available several means to control or clean up spilled oil. Chemical dispersants should be given equal consideration with other spill countermeasures.  
1.3 This is a general guide only. Oil, as used in this guide, includes crude oils and refined petroleum products. Differences between individual dispersants or between different oil products are not considered. The dispersibility of the oil with the chosen dispersant should be evaluated.  
1.4 The guide is organized by habitat type, for example, small ponds and lakes, rivers and streams, and land. It considers the use of dispersants primarily to protect habitats from impact (or to minimize impacts).  
1.5 This guide applies only to freshwater and other inland environments. It does not consider the direct application of dispersants to subsurface waters.  
1.6 In making dispersant use decisions, appropriate government authorities should be consulted as required by law.  
1.7 This guide does not address getting regulatory approval.  
1.8 The values stated in SI units are to be regarded as standard. No other units of measurement are included in this standard.  
1.9 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.  
1.10 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.

  • Guide
    3 pages
    English language
    sale 15% off
  • Guide
    3 pages
    English language
    sale 15% off
ASTM
ASTM C596-23(Test Method)
Standard Test Method for Drying Shrinkage of Mortar Containing Hydraulic Cement

SIGNIFICANCE AND USE
4.1 This test method establishes a selected set of conditions of temperature, relative humidity and rate of evaporation of the environment to which a mortar specimen of stated composition shall be subjected for a specified period of time during which its change in length is determined and designated “drying shrinkage.”  
4.2 The drying shrinkage of mortar as determined by this test method has a linear relation to the drying shrinkage of concrete made with the same cement and exposed to the same drying conditions.4 Hence this test method may be used when it is desired to develop data on the effect of a hydraulic cement on the drying shrinkage of concrete made with that cement.
SCOPE
1.1 This test method determines the change in length on drying of mortar bars containing hydraulic cement and graded standard sand.  
1.2 The values stated in SI units are to be regarded as standard. When combined standards are referenced, the selection of measurement system is at the user’s discretion subject to the requirements of the referenced 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. Warning—Fresh hydraulic cementitious mixtures are caustic and may cause chemical burns to skin and tissue upon prolonged exposure).2  
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.

  • Standard
    4 pages
    English language
    sale 15% off
  • Standard
    4 pages
    English language
    sale 15% off
ASTM
ASTM D1751-23(Specification)
Standard Specification for Preformed Expansion Joint Filler for Concrete Paving and Structural Construction (Nonextruding and Resilient Asphalt Types)

SCOPE
1.1 This specification covers preformed expansion joint filler having relatively little extrusion and substantial recovery after release from compression.  
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.  
Note 1: Attention is called to Specifications D1752 and D994/D994M.  
1.3 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 the standard.  
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.

  • Technical specification
    2 pages
    English language
    sale 15% off
  • Technical specification
    2 pages
    English language
    sale 15% off
ASTM
ASTM B637-23(Specification)
Standard Specification for Precipitation-Hardening and Cold Worked Nickel Alloy Bars, Forgings, and Forging Stock for Moderate or High Temperature Service

ABSTRACT
This specification covers hot- and cold-worked precipitation-hardenable nickel alloy rod, bar, forgings, and forging stock for high-temperature service. Chemical analysis shall be performed on the alloy and shall conform to the chemical composition requirement in carbon, manganese, silicon, phosphorus, sulfur, chromium, cobalt, molybdenum, columbium, tantalum, titanium, aluminum, zirconium, boron, iron, copper, and nickel. The material shall follow recommended annealing treatment, solution treatment, stabilizing treatment, and precipitation hardening treatment. Tension testing, hardness testing and stress-rupture testing shall be performed on the material and shall comply to the required tensile strength, yield strength, elongation, reduction in area, and Brinell hardness.
SCOPE
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).  
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 become familiar with all hazards including those identified in the appropriate Safety Data Sheet (SDS) for this product/material as provided by the manufacturer, to establish appropriate safety, health, and environmental practices, and determine the applicability of regulatory limitations prior to use.  
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.

  • Technical specification
    7 pages
    English language
    sale 15% off
  • Technical specification
    7 pages
    English language
    sale 15% off
ASTM
ASTM D8139-23(Specification)
Standard Specification for Semi-Rigid, Closed-Cell Polypropylene Foam, Preformed Expansion Joint Fillers for Concrete Paving and Structural Construction

SCOPE
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).  
1.3 The values stated in inch-pound units are to be regarded as the standard.  
1.4 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.  
1.5 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.

  • Technical specification
    2 pages
    English language
    sale 15% off
  • Technical specification
    2 pages
    English language
    sale 15% off