ASTM D8199-20
(Test Method)Standard Test Method for Determining the Specific Strength of Hydraulically Applied Fiber Matrix Products for Erosion Control
Standard Test Method for Determining the Specific Strength of Hydraulically Applied Fiber Matrix Products for Erosion Control
SIGNIFICANCE AND USE
5.1 Specific strength is a measure of the ability of a fiber matrix product to withstand force applied by a tensile machine and is useful to understand in order to produce quality products. Specific strength is frequently related to the matrix density, fiber quality, fiber length and chemistry and can be used as a measurement for quality assurance or quality control, or both requirements.
5.2 This method may not be applicable to all hydraulically applied fiber matrix products due to variations in product chemistry.
Note 1: The quality of the result produced by this standard is dependent on the competence of the personnel performing it, and the suitability of the equipment and facilities used. Agencies that meet the criteria of Practice D3740 are generally considered capable of competent and objective testing/sampling/inspection/etc. Users of this standard are cautioned that compliance with Practice D3740 does not in itself assure reliable results. Reliable results depend on many factors; Practice D3740 provides a means of evaluating some of those factors.
SCOPE
1.1 This standard provides a quantitative test method to determine the specific strength of hydraulically applied fiber matrix products using dry and wet preparation methods in a laboratory setting. This method is designed for use as an index test for product quality assurance or quality control, or both to comply with manufacturing requirements. This test method is not indicative of product performance in the field.
1.2 Units—The values stated in SI units are to be regarded as the standard. The values given in parentheses are provided for information only and are not considered standard. Reporting of test results in units other than SI shall not be regarded as nonconformance with this standard.
1.3 All observed and calculated values shall conform to the guidelines for significant digits and rounding established in Practice D6026, unless superseded by this test method.
1.3.1 The procedures used to specify how data are collected/recorded and calculated in the standard are regarded as the industry standard. In addition, they are representative of the significant digits that generally should be retained. The procedures used do not consider material variation, purpose for obtaining the data, special purpose studies, or any considerations for the user’s objectives; and it is common practice to increase or reduce significant digits of reported data to be commensurate with these considerations. It is beyond the scope of these test methods to consider significant digits used in analysis methods for engineering data.
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.
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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:D8199 −20
Standard Test Method for
Determining the Specific Strength of Hydraulically Applied
1
Fiber Matrix Products for Erosion Control
This standard is issued under the fixed designation D8199; 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* Development of International Standards, Guides and Recom-
mendations issued by the World Trade Organization Technical
1.1 This standard provides a quantitative test method to
Barriers to Trade (TBT) Committee.
determine the specific strength of hydraulically applied fiber
matrix products using dry and wet preparation methods in a
2. Referenced Documents
laboratory setting. This method is designed for use as an index
2
2.1 ASTM Standards:
test for product quality assurance or quality control, or both to
D76/D76M Specification for Tensile Testing Machines for
comply with manufacturing requirements. This test method is
Textiles
not indicative of product performance in the field.
D653 Terminology Relating to Soil, Rock, and Contained
1.2 Units—The values stated in SI units are to be regarded
Fluids
as the standard. The values given in parentheses are provided
D3740 Practice for Minimum Requirements for Agencies
for information only and are not considered standard. Report-
Engaged in Testing and/or Inspection of Soil and Rock as
ing of test results in units other than SI shall not be regarded as
Used in Engineering Design and Construction
nonconformance with this standard.
D4753 Guide for Evaluating, Selecting, and Specifying Bal-
1.3 All observed and calculated values shall conform to the
ances and Standard Masses for Use in Soil, Rock, and
guidelines for significant digits and rounding established in
Construction Materials Testing
Practice D6026, unless superseded by this test method.
D6026 Practice for Using Significant Digits in Geotechnical
1.3.1 Theproceduresusedtospecifyhowdataarecollected/
Data
recorded and calculated in the standard are regarded as the
D7986 Practice for Preparing Specimens of Hydraulic Ero-
industry standard. In addition, they are representative of the
sion Control Products for Index Property Testing
significant digits that generally should be retained. The proce-
dures used do not consider material variation, purpose for 3. Terminology
obtaining the data, special purpose studies, or any consider-
3.1 Definitions:
ations for the user’s objectives; and it is common practice to
3.1.1 For definitions of common technical terms used in this
increase or reduce significant digits of reported data to be
standard, refer to Terminology D653.
commensuratewiththeseconsiderations.Itisbeyondthescope
3.2 Definitions of Terms Specific to This Standard:
of these test methods to consider significant digits used in
3.2.1 fiber matrix product, n—in erosion control, hydrauli-
analysis methods for engineering data.
callyappliedproductprovidingenhancedandextendederosion
1.4 This standard does not purport to address all of the
control protection.
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 Ten specimens are prepared from a representative
mine the applicability of regulatory limitations prior to use.
sample in accordance with Practice D7986. Five specimens are
1.5 This international standard was developed in accor-
then tested in the dry condition and five are tested in the wet
dance with internationally recognized principles on standard-
condition. Each test specimen is clamped in a Constant Rate of
ization established in the Decision on Principles for the
Extension (CRE) tensile testing machine and a force is applied
to the specimen until it breaks.
1
Thistestmethodisunder the jurisdiction ofASTM CommitteeD18onSoiland
Rock and is the direct responsibility of Subcommittee D18.25 on Erosion and
2
Sediment Control Technology. For referenced ASTM standards, visit the ASTM website, www.astm.org, or
Current edition approved May 1, 2020. Published May 2020. Originally contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
approved in 2019. Last previous edition approved in 2019 as D8199 – 19. DOI: Standards volume information, refer to the standard’s Document Summary page on
10.1520/D8199-20. the ASTM website.
*A Summary of Changes section appears at the end of this standard
Copyright © ASTM International, 100 Barr Ha
...
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: D8199 − 19 D8199 − 20
Standard Test Method for
Determining the Specific Strength of Hydraulically Applied
1
Fiber Matrix Products for Erosion Control
This standard is issued under the fixed designation D8199; 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 Scope*
1.1 This standard provides a quantitative test method to determine the specific strength of hydraulically applied fiber matrix
products using dry and wet preparation methods in a laboratory setting. This method is designed for use as an index test for product
quality assurance or quality control, or both to comply with manufacturing requirements. This test method is not indicative of
product performance in the field.
1.2 Units—The values stated in SI units are to be regarded as the standard. The values given in parentheses are provided for
information only and are not considered standard. Reporting of test results in units other than SI shall not be regarded as
nonconformance with this standard.
1.3 All observed and calculated values shall conform to the guidelines for significant digits and rounding established in Practice
D6026, unless superseded by this test method.
1.3.1 The procedures used to specify how data are collected/recorded and calculated in the standard are regarded as the industry
standard. In addition, they are representative of the significant digits that generally should be retained. The procedures used do not
consider material variation, purpose for obtaining the data, special purpose studies, or any considerations for the user’s objectives;
and it is common practice to increase or reduce significant digits of reported data to be commensurate with these considerations.
It is beyond the scope of these test methods to consider significant digits used in analysis methods for engineering data.
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.
2. Referenced Documents
2
2.1 ASTM Standards:
D76/D76M Specification for Tensile Testing Machines for Textiles
D653 Terminology Relating to Soil, Rock, and Contained Fluids
D3740 Practice for Minimum Requirements for Agencies Engaged in Testing and/or Inspection of Soil and Rock as Used in
Engineering Design and Construction
D4753 Guide for Evaluating, Selecting, and Specifying Balances and Standard Masses for Use in Soil, Rock, and Construction
Materials Testing
D6026 Practice for Using Significant Digits in Geotechnical Data
D7986 Practice for Preparing Specimens of Hydraulic Erosion Control Products for Index Property Testing
3. Terminology
3.1 Definitions:
3.1.1 For definitions of common technical terms used in this standard, refer to Terminology D653.
1
This test method is under the jurisdiction of ASTM Committee D18 on Soil and Rock and is the direct responsibility of Subcommittee D18.25 on Erosion and Sediment
Control Technology.
Current edition approved July 1, 2019May 1, 2020. Published July 2019May 2020. Originally approved in 2019. Last previous edition approved in 2019 as D8199 – 19.
DOI: 10.1520/D8199-19.10.1520/D8199-20.
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.
*A Summary of Changes section appears at the end of this standard
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1
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D8199 − 20
3.2 Definitions of Terms Specific to This Standard:
3.2.1 fiber matrix product, n—in erosion control, hydraulically applied product providing enhanced and extended erosion
control protection.
4. Summary of Test Method
4.1
...
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