ASTM D7508/D7508M-20
(Specification)Standard Specification for Polyolefin Chopped Strands for Use in Concrete
Standard Specification for Polyolefin Chopped Strands for Use in Concrete
ABSTRACT
This specification covers polyolefin chopped strands (fibers) for use in concrete. Tensile and tenacity properties are calculated by determining the breaking force, the breaking tenacity, and the elongation of adequately conditioned polyolefin filaments using Practice D1776. Conformance requirements for chopped strands for use in concrete include compliance with Specification C1116/C1116M, Type III as well as denier, finish content, tensile strength, and cut length.
SCOPE
1.1 This specification covers polyolefin chopped strands (fibers) for use in concrete.
1.2 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.
1.3 The following safety hazards caveat pertains only to the test methods described in this specification: 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.
1.4 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
- Status
- Published
- Publication Date
- 31-Jan-2020
- Technical Committee
- D13 - Textiles
- Drafting Committee
- D13.58 - Yarns and Fibers
Relations
- Effective Date
- 01-Jul-2018
- Effective Date
- 01-Mar-2017
- Effective Date
- 15-Sep-2015
- Effective Date
- 01-Sep-2015
- Effective Date
- 01-Apr-2015
- Effective Date
- 15-Jun-2013
- Effective Date
- 15-Jun-2013
- Effective Date
- 15-May-2013
- Effective Date
- 01-Jul-2012
- Effective Date
- 01-Mar-2012
- Effective Date
- 01-Feb-2012
- Effective Date
- 01-Feb-2012
- Effective Date
- 01-Feb-2012
- Effective Date
- 01-Dec-2010
- Effective Date
- 01-Jul-2010
Overview
ASTM D7508/D7508M-20 is the internationally recognized standard specification for polyolefin chopped strands (fibers) utilized in concrete applications. Issued by ASTM, this standard defines the essential requirements, testing methods, and acceptance criteria for polyolefin chopped strands to ensure reliable performance when reinforcing concrete. Complying with this specification enables manufacturers and users to achieve consistent quality and enhanced durability in fiber-reinforced concrete products.
Key Topics
- Product Definition: Specifies requirements for cut polyolefin fibers, also referred to as chopped strands, intended for integration into concrete mixtures.
- Types of Fibers:
- Macro polyolefin fibers (≥580 denier)
- Micro polyolefin fibers (<580 denier)
- Hybrids (combinations of macro and micro fibers)
- Multi-length and graded fibers
- Testing Methods:
- Linear density (denier or tex), measured via referenced ASTM methods.
- Tensile properties, including breaking force, tenacity, and elongation.
- Finish content analysis, ensuring chemical finish does not affect concrete mix performance.
- Fiber length consistency and permissible variation.
- Alkali resistance as specified by ICC ES AC32.
- Conformance Requirements: All fibers must comply with ASTM C1116/C1116M, Type III. Properties such as denier, finish content, tensile strength, and specified cut lengths are included.
Applications
Polyolefin chopped strands covered under ASTM D7508/D7508M-20 are specifically engineered for use in fiber-reinforced concrete (FRC). Their integration into concrete and mortar delivers a range of practical benefits:
- Improved Concrete Performance: Enhances toughness, crack resistance, and durability of concrete by distributing stress and helping prevent crack propagation.
- Diverse Construction Uses: Widely employed in industrial floors, precast concrete products, pavements, shotcrete, and overlays.
- Design Flexibility: Enables adaptation of the concrete mix to meet distinct structural or performance needs by selecting suitable combinations of fiber type, length, and denier.
- Sustainability: Supports the use of recyclable and reprocessed polyolefin materials in construction applications.
Related Standards
For comprehensive compliance and optimal fiber performance, ASTM D7508/D7508M-20 references several other standards, including:
- ASTM C1116/C1116M - Specification for Fiber-Reinforced Concrete
- ASTM D123 - Terminology Relating to Textiles
- ASTM D1577, D1907 - Methods for Linear Density of Textile Fibers and Yarns
- ASTM D1776 - Conditioning and Testing of Textiles
- ASTM D2256, D2257 - Testing Methods for Tensile Properties and Extractable Matter in Textiles
- ASTM D2258 - Yarn Sampling Practice
- ASTM D3218 - Specification for Polyolefin Monofilaments
- ICC ES AC32 - Acceptance Criteria for Concrete with Synthetic Fibers
Each of these related standards supports accurate testing, classification, and quality assurance for polyolefin chopped strands used in concrete reinforcement.
Keywords: ASTM D7508/D7508M-20, polyolefin chopped strands, fiber-reinforced concrete, concrete reinforcement, macro fibers, micro fibers, tensile properties, finish content, alkali resistance, ASTM C1116, fiber length, denier, textile standards.
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Frequently Asked Questions
ASTM D7508/D7508M-20 is a technical specification published by ASTM International. Its full title is "Standard Specification for Polyolefin Chopped Strands for Use in Concrete". This standard covers: ABSTRACT This specification covers polyolefin chopped strands (fibers) for use in concrete. Tensile and tenacity properties are calculated by determining the breaking force, the breaking tenacity, and the elongation of adequately conditioned polyolefin filaments using Practice D1776. Conformance requirements for chopped strands for use in concrete include compliance with Specification C1116/C1116M, Type III as well as denier, finish content, tensile strength, and cut length. SCOPE 1.1 This specification covers polyolefin chopped strands (fibers) for use in concrete. 1.2 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. 1.3 The following safety hazards caveat pertains only to the test methods described in this specification: 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. 1.4 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.
ABSTRACT This specification covers polyolefin chopped strands (fibers) for use in concrete. Tensile and tenacity properties are calculated by determining the breaking force, the breaking tenacity, and the elongation of adequately conditioned polyolefin filaments using Practice D1776. Conformance requirements for chopped strands for use in concrete include compliance with Specification C1116/C1116M, Type III as well as denier, finish content, tensile strength, and cut length. SCOPE 1.1 This specification covers polyolefin chopped strands (fibers) for use in concrete. 1.2 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. 1.3 The following safety hazards caveat pertains only to the test methods described in this specification: 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. 1.4 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.
ASTM D7508/D7508M-20 is classified under the following ICS (International Classification for Standards) categories: 91.100.30 - Concrete and concrete products. The ICS classification helps identify the subject area and facilitates finding related standards.
ASTM D7508/D7508M-20 has the following relationships with other standards: It is inter standard links to ASTM D3218-07(2018), ASTM D123-17, ASTM D123-15b, ASTM D123-15a, ASTM D123-15, ASTM D123-13a, ASTM D123-13ae1, ASTM D123-13, ASTM D3218-07(2012), ASTM D2258-99(2012), ASTM D123-12, ASTM D123-12e1, ASTM D2257-98(2012), ASTM C1116/C1116M-10a, ASTM C1116/C1116M-10. Understanding these relationships helps ensure you are using the most current and applicable version of the standard.
ASTM D7508/D7508M-20 is available in PDF format for immediate download after purchase. The document can be added to your cart and obtained through the secure checkout process. Digital delivery ensures instant access to the complete standard document.
Standards Content (Sample)
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.
Designation:D7508/D7508M −20
Standard Specification for
Polyolefin Chopped Strands for Use in Concrete
This standard is issued under the fixed designation D7508/D7508M; 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 D2257 Test Method for Extractable Matter in Textiles
D2258 Practice for Sampling Yarn for Testing
1.1 This specification covers polyolefin chopped strands
D3218 Specification for Polyolefin Monofilaments
(fibers) for use in concrete.
2.2 Other Documents:
1.2 The values stated in either SI units or inch-pound units
ICC ES AC32 Acceptance Criteria for Concrete with Syn-
are to be regarded separately as standard. The values stated in
thetic Fibers
each system may not be exact equivalents; therefore, each
3. Terminology
system shall be used independently of the other. Combining
values from the two systems may result in non-conformance
3.1 Definitions:
with the standard.
3.1.1 For definitions of terms used in this Specification,
refer to Terminology D123.
1.3 The following safety hazards caveat pertains only to the
test methods described in this specification: This standard does
3.2 Definitions of Terms Specific to This Standard:
not purport to address all of the safety concerns, if any,
3.2.1 chopped strand, n—cut staple polymer fiber of speci-
associated with its use. It is the responsibility of the user of this
fied lengths.
standard to establish appropriate safety and health practices
3.2.2 fiber, n—as used for concrete reinforcement, chopped
and determine the applicability of regulatory limitations prior
strand that is mixed into concrete or mortar.
to use.
3.2.2.1 Discussion—Fiber used for concrete or mortar rein-
1.4 This international standard was developed in accor-
forcement is available in various deniers. These include:
dance with internationally recognized principles on standard-
(a) Macro polyolefin fiber which has linear density greater
ization established in the Decision on Principles for the
than or equal to 580 denier (equivalent diameter ≥ 0.3 mm).
Development of International Standards, Guides and Recom-
(b) Micro polyolefin fiber which has a linear density of less
mendations issued by the World Trade Organization Technical
than 580 denier (equivalent diameter < 0.3 mm).
Barriers to Trade (TBT) Committee.
(c) Hybrid fiber which include a combination of macro
polyolefin and micro polyolefin fibers.
2. Referenced Documents
(d) Multi-length fibers which consist of chopped strands of
2.1 ASTM Standards:
various lengths of fiber.
C1116/C1116M Specification for Fiber-Reinforced Concrete
(e) Graded fiber which consists of a gradation of multiple
D123 Terminology Relating to Textiles
length and multiple denier fibers.
D1577 Test Methods for Linear Density of Textile Fibers
3.2.3 fiber reinforced concrete (FRC), n—hydraulic cement
D1776 Practice for Conditioning and Testing Textiles
concrete that includes chopped strands (fibers).
D1907 Test Method for Linear Density of Yarn (Yarn Num-
3.2.4 finish content, n—the percent by mass of finish extrac-
ber) by the Skein Method
tions on the fiber.
D2256 Test Method for Tensile Properties of Yarns by the
3.2.5 high-tenacity fiber, n—a manufactured fiber that be-
Single-Strand Method
longs to a generic class of fibers having exceptional breaking
strength; or having a breaking strength significantly greater
1 than the average strength of other (regular tenacity) fibers in
This specification is under the jurisdiction of ASTM Committee D13 on
Textiles and is the direct responsibility of Subcommittee D13.58 on Yarns and
the same generic class of equivalent linear densities.
Fibers.
3.2.6 polyolefin, n—any long-chain synthetic polymer com-
Current edition approved Feb. 1, 2020. Published February 2020. Originally
posed of at least 85 % by weight of ethylene, propylene, or
approved in 2010. Last previous edition approved in 2015 as D7508/
D7508M–10(2015). DOI: 10.1520/D7508_D7508M-20.
other olefin units (monomers), except amorphous (noncrystal-
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
line) polyolefin.
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. Available from ICC Evaluation Services, http://www.icc-es.org.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
D7508/D7508M−20
3.2.7 reprocessed materials, n—materials that have been 6. Significance and Use
recycled from another process.
6.1 Acceptance Testing—The test methods in Specification
3.2.8 strand, n—a single fiber, filament, or monofilament. D2256 and D3218 for the determination of the properties of
polyolefin cut strands are considered satisfactory for accep-
3.2.9 skein, n—a continuous strand of yarn, wound on a
tancetestingofcommercialshipmentsofpolyolefincutstrands
hand or motorized reel.
for use in concrete.
3.2.10 yarn, n—as used for fiber concrete reinforcement,
6.2 Laboratory Correlation Testing—If there are differences
narrow slit extruded film.
of practical significance between reported test results for two
laboratories (or more) a comparative test should be performed
SPECIFICATIONS
to determine if there is a statistical bias between them, using
competent statistical assistance. As a minimum, use test
4. Chopped Strands for FRC
samples that are as homogeneous as possible, drawn from the
4.1 Polyolefin chopped strands shall be manufactured and
material from which the disparate test results were obtained,
tested to specific targets and tolerances as detailed in the
and randomly assigned in equal numbers to each laboratory for
manufacture’s product specifications.
testing. The test results from the two laboratories should be
compared using a statistical test for unpaired data, at a
4.2 Materials shall be tested during processing (skeins or
probability level chosen prior to the testing series. If a bias is
uncut strands) and after processing (chopped strands).
foundeitheritscausemustbefoundandcorrectedorfuturetest
resultsforthatmaterialmustbeadjustedinconsiderationofthe
5. Summary
known bias.
5.1 Summaries of the various testing procedures are in-
cluded in the referenced test methods, or in pertinent sections
7. Sampling and Number of Specimens
of this specification.
7.1 Take samples as directed in the applicable material
5.1.1 Denier: D1577 Test Method for Linear Density of
specification, or as agreed upon by the purchaser and the
Textile Fibers
supplier. In the absence of an applicable material specification,
D1907 Linear Density of Yarn by Skein Method
orotheragreement,takealotsampleandlaboratorysamplesas
5.1.2 Tensile: D2256 Test Method for Tensile Properties of
directed in Practices D2258 or D3218.
Yarns by the Single-Strand Method
NOTE 1—An adequate specification or other agreement between the
D3218 Specification for Polyolefin Monofilaments
purchaserandthesupplierrequirestakingintoaccountvariabilitybetween
shipping units, between packages, or ends within a shipping unit, and
5.1.3 Tenacity—The tensile stress expressed force per unit
betweenspecimensfromasinglepackagesoastoprovideasamplingplan
linear density of the unstrained specimen. (Sometimes ex-
with a meaningful producer’s risk, consumer’s risk, acceptable quality
pressed in grams per denier, or GPD.)
level, and limiting quality level.
D2256 Test Method for Tensile Properties of Yarns by the
Single-Strand Method
8. Fiber Length and Permissible Variations
5.1.4 Elongation: D2256 Test Method for Tensile Proper-
8.1 A representative fiber sample of an order quantity shall
ties of Yarns by the Single-Strand Method
be 30 fibers obtained from three grab samples by combining 10
D3218 Specification for Polyolefin Monofilaments
randomly selected fibers from each grab sample. If deemed
5.1.5 Initial Modulus: D2256 Test Method for Tensile
necessary, the producer shall choose to select the 10 specimens
Properties of Yarns by the Single-Strand Method
at different set intervals in order to obtain a more accurate
D3218 Specification for Polyolefin Monofilaments representationoftheproductionlot.Fiberlengthorlengths,for
a given order quantity, shall be determined as the average
5.1.6 Equivalent Diameter—The diameter of a circle having
length of the 30 fibers to the nearest mm.
the same cross-sectional area as the fiber or strand. The
measurement may be derived from stated calculation provided
8.2 Average fiber length, shall be within +10 % and –10 %
in Eq 1.
of the specified length.
5.1.7 Finish Content—Based on percent of total mass.
8.3 Fiber products that are defined by a range of lengths or
Several methods of finish extractions are recognized including
gradedlengths,shallhave95 %ofmeasuredlengthsfallwithin
the use of a NMR system (Nuclear Magnetic Residence),
the specified range.
Rapid Oil ExtractionApparatus, and spin finish analysis based
8.4 Report:
on Test Method D2257. None of these systems or this standard
8.4.1 Fiber length to nearest mm.
addresses the
...
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: D7508/D7508M − 10 (Reapproved 2015) D7508/D7508M − 20
Standard Specification for
Polyolefin Chopped Strands for Use in Concrete
This standard is issued under the fixed designation D7508/D7508M; 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 covers polyolefin chopped strands (fibers) for use in concrete.
1.2 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.
1.3 The following safety hazards caveat pertains only to the test methods described in this specification: 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.
1.4 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
2.1 ASTM Standards:
C1116/C1116M Specification for Fiber-Reinforced Concrete
D123 Terminology Relating to Textiles
D1577 Test Methods for Linear Density of Textile Fibers
D1776 Practice for Conditioning and Testing Textiles
D1907 Test Method for Linear Density of Yarn (Yarn Number) by the Skein Method
D2256 Test Method for Tensile Properties of Yarns by the Single-Strand Method
D2257 Test Method for Extractable Matter in Textiles
D2258 Practice for Sampling Yarn for Testing
D3218 Specification for Polyolefin Monofilaments
2.2 Other Documents:
ICC ES AC32 Acceptance Criteria for Concrete with Synthetic Fibers
3. Terminology
3.1 Definitions:
3.1.1 For definitions of terms used in this Specification, refer to Terminology D123.
3.2 Definitions of Terms Specific to This Standard:
3.2.1 chopped strand, n—cut staple polymer fiber of specified lengths.
3.2.2 fiber, n—as used for concrete reinforcement, chopped strand that is mixed into concrete or mortar.
3.2.2.1 Discussion—
Fiber used for concrete or mortar reinforcement is available in various deniers. These include:
(a) Macro polyolefin fiber which has linear density greater than or equal to 580 denier (equivalent diameter ≥ 0.3 mm).
This specification is under the jurisdiction of ASTM Committee D13 on Textiles and is the direct responsibility of Subcommittee D13.58 on Yarns and Fibers.
Current edition approved July 1, 2015Feb. 1, 2020. Published September 2015February 2020. Originally approved in 2010. Last previous edition approved in 20102015
as D7508/D7508MD7508/D7508M–10(2015).—10. DOI: 10.1520/D7508_D7508M-10R15.10.1520/D7508_D7508M-20.
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.
Available from ICC Evaluation Services, http://www.icc-es.org.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
D7508/D7508M − 20
(b) Micro polyolefin fiber which has a linear density of less than 580 denier (equivalent diameter < 0.3 mm).
(c) Hybrid fiber which include a combination of macro polyolefin and micro polyolefin fibers.
(d) Multi-length fibers which consist of chopped strands of various lengths of fiber.
(e) Graded fiber which consists of a gradation of multiple length and multiple denier fibers.
3.2.3 fiber reinforced concrete (FRC), n—hydraulic cement concrete that includes chopped strands (fibers).
3.2.4 finish content, n—the percent by mass of finish extractions on the fiber.
3.2.5 high-tenacity fiber, n—a manufactured fiber that belongs to a generic class of fibers having exceptional breaking strength;
or having a breaking strength significantly greater than the average strength of other (regular tenacity) fibers in the same generic
class of equivalent linear densities.
3.2.6 polyolefin, n—any long-chain synthetic polymer composed of at least 85 % by weight of ethylene, propylene, or other
olefin units (monomers), except amorphous (noncrystalline) polyolefin.
3.2.7 reprocessed materials, n—materials that have been recycled from another process.
3.2.8 strand, n—a single fiber, filament, or monofilament.
3.2.9 skein, n—a continuous strand of yarn, wound on a hand or motorized reel.
3.2.10 yarn, n—as used for fiber concrete reinforcement, narrow slit extruded film.
SPECIFICATIONS
4. Chopped Strands for FRC
4.1 Polyolefin chopped strands shall be manufactured and tested to specific targets and tolerances as detailed in the
manufacture’s product specifications.
4.2 Materials shall be tested during processing (skeins or uncut strands) and after processing (chopped strands).
5. Summary
5.1 Summaries of the various testing procedures are included in the referenced test methods, or in pertinent sections of this
specification.
5.1.1 Denier: D1577 Test Method for Linear Density of Textile Fibers
D1907 Linear Density of Yarn by Skein Method
5.1.2 Tensile: D2256 Test Method for Tensile Properties of Yarns by the Single-Strand Method
D3218 Specification for Polyolefin Monofilaments
5.1.3 Tenacity—The tensile stress expressed force per unit linear density of the unstrained specimen. (Sometimes expressed in
grams per denier, or GPD.)
D2256 Test Method for Tensile Properties of Yarns by the Single-Strand Method
5.1.4 Elongation: D2256 Test Method for Tensile Properties of Yarns by the Single-Strand Method
D3218 Specification for Polyolefin Monofilaments
5.1.5 Initial Modulus: D2256 Test Method for Tensile Properties of Yarns by the Single-Strand Method
D3218 Specification for Polyolefin Monofilaments
5.1.6 Equivalent Diameter—The diameter of a circle having the same cross-sectional area as the fiber or strand. The
measurement may be derived from stated calculation provided in Eq 1.
5.1.7 Finish Content—Based on percent of total mass. Several methods of finish extractions are recognized including the use
of a NMR system (Nuclear Magnetic Residence), Rapid Oil Extraction Apparatus, and spin finish analysis based on Test Method
D2257. None of these systems or this standard addresses the chemical properties or types of chemicals that may be contained in
the finish applied. Certain chemicals at various dosages may cause change in the properties of concrete mix performance such as
air gain.
5.1.8 Fiber Length—Total distance from the outer ends of the finished fiber or developed length.
5.1.9 Alkali Resistance—Test Method for Determining Alkaline Resistance of Fibers, Annex B of ICC ES AC32.
6. Significance and Use
6.1 Acceptance Testing—The test methods in Specification D2256 and D3218 for the determination of the properties of
polyolefin cut strands are considered satisfactory for acceptance testing of commercial shipments of polyolefin cut strands for use
in concrete.
6.2 Laboratory Correlation Testing—If there are differences of practical significance between reported test results for two
laboratories (or more) a comparative test should be performed to determine if there is a statistical bias between them, using
competent statistical assistance. As a minimum, use test samples that are as homogeneous as possible, drawn from the material
from which the disparate test results were obtained, and randomly assigned in equal numbers to each laboratory for testing. The
test results from the two laboratories should be compared using a statistical test for unpaired data, at a probability level chosen
D7508/D7508M − 20
prior to the testing series. If a bias is found either its cause must be found and corrected or future test results for that material must
be adjusted in consideration of the known bias.
7. Sampling and Number of Specimens
7.1 Take samples as directed in the applicable material specification, or as agreed upon by the purchaser and the supplier. In
the absence of an applicable material specification, or other agreement, take a lot sample and laboratory samples as directed in
Practices D2258 or D3218.
NOTE 1—An adequate specification or other agreement between the purchaser and the supplier requires taking into account variability between shipping
units, between packages, or ends within a shipping unit, and between specimens from a single package so as to provide a sampling plan with a meaningful
producer’s risk, consumer’s risk, acceptable quality level, and limiting quality level.
8. Fiber Length and Permissible Variations
8.1 A representative fiber sample of an order quantity shall be 30 fibers obtained from three grab samples by combining 10
randomly selected fibers from each grab sample. If deemed necessar
...








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