Standard Practice for Preparing Specimens of Hydraulic Erosion Control Products for Index Property Testing

SIGNIFICANCE AND USE
5.1 This practice is intended to simulate mixing of HECP products as would be mixed on a job or project site but in a laboratory environment on a smaller scale. Dried samples are not necessarily intended to represent a field application of HECP products but would be representative of the correct amount of material applied to a known area and provide a basis for consistent and repeatable index property testing.
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 practice specifies a set of instructions for preparing samples of hydraulic erosion control products (HECPs) for index property testing.  
1.2 All observed and calculated values shall conform to the guidelines for significant digits and rounding established in Practice D6026.  
1.2.1 For purposes of comparing measured or calculated value(s) with specified limits, the measured or calculated value(s) shall be rounded to the nearest decimal or significant digits in the specified limits.  
1.2.2 The procedures used to specify how data are collected/recorded or calculated, in this standard are regarded as the industry standard. In addition, they are representative of the significant digits that generally should be measured. The procedures used do not consider material variation, purpose for obtaining the data, special purpose studies, or any considerations for the users objectives; and it is common practice to increase or reduce the significant digits of reported data to be commensurate with these considerations. It is beyond the scope of this standard to consider significant digits used in the analytical methods for engineering design.  
1.3 Units—The values stated in SI units are being regarded as standard. No other units of measurement are included in the practice.  
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 and health practices and determine the applicability of regulatory limitations prior to use.

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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: D7986 − 17
Standard Practice for
Preparing Specimens of Hydraulic Erosion Control Products
1
for Index Property Testing
This standard is issued under the fixed designation D7986; 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 2. Referenced Documents
2
2.1 ASTM Standards:
1.1 This practice specifies a set of instructions for preparing
D653 Terminology Relating to Soil, Rock, and Contained
samples of hydraulic erosion control products (HECPs) for
Fluids
index property testing.
D3740 Practice for Minimum Requirements for Agencies
1.2 All observed and calculated values shall conform to the
Engaged in Testing and/or Inspection of Soil and Rock as
guidelines for significant digits and rounding established in
Used in Engineering Design and Construction
Practice D6026.
D4753 Guide for Evaluating, Selecting, and Specifying Bal-
ances and Standard Masses for Use in Soil, Rock, and
1.2.1 For purposes of comparing measured or calculated
Construction Materials Testing
value(s) with specified limits, the measured or calculated
D6026 Practice for Using Significant Digits in Geotechnical
value(s) shall be rounded to the nearest decimal or significant
Data
digits in the specified limits.
E145 Specification for Gravity-Convection and Forced-
1.2.2 Theproceduresusedtospecifyhowdataarecollected/
Ventilation Ovens
recorded or calculated, in this standard are regarded as the
industry standard. In addition, they are representative of the
3. Terminology
significant digits that generally should be measured. The
3.1 Definitions:
procedures used do not consider material variation, purpose for
3.1.1 For definitions of common technical terms used in this
obtaining the data, special purpose studies, or any consider-
standard, refer to Terminology D653.
ations for the users objectives; and it is common practice to
3.2 Definitions of Terms Specific to This Standard:
increase or reduce the significant digits of reported data to be
commensuratewiththeseconsiderations.Itisbeyondthescope 3.2.1 Hydraulic Erosion Control Product (HECP), n—in
erosion control, a manufactured, temporary, degradable, pre-
of this standard to consider significant digits used in the
packaged fibrous material that is mixed with water and
analytical methods for engineering design.
hydraulicallyapplied as a slurry to reduce soil erosion and
1.3 Units—The values stated in SI units are being regarded
assist in the establishment and growth of vegetation.
as standard. No other units of measurement are included in the
3.2.2 index property test, n—in erosion control, a standard
practice.
test that may be used to compare the relative material proper-
1.4 This standard does not purport to address all of the
ties of erosion control products.
safety concerns, if any, associated with its use. It is the
4. Summary of Practice
responsibility of the user of this standard to establish appro-
priate safety and health practices and determine the applica-
4.1 A representative sample of dry HECP is mixed with
bility of regulatory limitations prior to use.
water in an amount corresponding to the desired mixing rate.
The resulting slurry is spread evenly on a metal sheet pan in an
amount corresponding to the desired field application rate. The
materialisdriedandtheresultingsampleisremovedandcutto
sizes appropriate for index property tests.
1
Thistestmethodisunder the jurisdiction ofASTM CommitteeD18onSoiland
2
Rock and is the direct responsibility of Subcommittee D18.25.01 on Mulches. For referenced ASTM standards, visit the ASTM website, www.astm.org, or
Current edition approved Feb. 15, 2017. Published February 2017. Originally contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
approved in 1999. Last previous edition approved in 2015 as D7986–15. DOI: Standards volume information, refer to the standard’s Document Summary page on
10.1520/D7986-17. the ASTM website.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1

---------------------- Page: 1 ----------------------
D7986 − 17
5. Significance and Use satisfy 8.2. For those products with uneven bag distribution of
proper chemistry, the manufacturer is required to supply the
5.1 This practice is intended to simulate mixing of HECP
correct amounts of fiber and chemicals needed to produce the
products as would be mixed on a job or project site but in a
necessary quantity.
laboratory environment on a smaller scale. Dried samples are
not necessarily intended to represent a field application of
8.2 Determine and record the required amount
...

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: D7986 − 15 D7986 − 17
Standard Practice for
Preparing Specimens of Hydraulic Erosion Control Products
1
for Index Property Testing
This standard is issued under the fixed designation D7986; 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 practice specifies a set of instructions for preparing samples of hydraulic erosion control products (HECPs) for index
property testing.
1.2 All observed and calculated values shall conform to the guidelines for significant digits and rounding established in Practice
D6026.
1.2.1 For purposes of comparing measured or calculated value(s) with specified limits, the measured or calculated value(s) shall
be rounded to the nearest decimal or significant digits in the specified limits.
1.2.2 The procedures used to specify how data are collected/recorded or calculated, in this standard are regarded as the industry
standard. In addition, they are representative of the significant digits that generally should be measured. The procedures used do
not consider material variation, purpose for obtaining the data, special purpose studies, or any considerations for the users
objectives; and it is common practice to increase or reduce the significant digits of reported data to be commensurate with these
considerations. It is beyond the scope of this standard to consider significant digits used in the analytical methods for engineering
design.
1.3 Units—The values stated in SI units are being regarded as standard. No other units of measurement are included in the
practice.
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 and health practices and determine the applicability of regulatory
limitations prior to use.
2. Referenced Documents
2
2.1 ASTM Standards:
D653 Terminology Relating to Soil, Rock, and Contained Fluids
D2216 Test Methods for Laboratory Determination of Water (Moisture) Content of Soil and Rock by Mass
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
E145 Specification for Gravity-Convection and Forced-Ventilation Ovens
3. Terminology
3.1 Definitions:
3.1.1 For definitions of common technical terms used in this standard, refer to Terminology D653.
3.2 Definitions of Terms Specific to This Standard:
1
This test method is under the jurisdiction of ASTM Committee D18 on Soil and Rock and is the direct responsibility of Subcommittee D18.25.01 on Mulches and
Tackifiers.
Current edition approved Nov. 1, 2015Feb. 15, 2017. Published November 2015February 2017. Originally approved in 1999. Last previous edition approved in 2015 as
D7986–15. DOI: 10.1520/D7986-15.10.1520/D7986-17.
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.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1

---------------------- Page: 1 ----------------------
D7986 − 17
3.2.1 Hydraulic Erosion Control Product (HECP), n—in erosion control, a manufactured, temporary, degradable, pre-packaged
fibrous material that is mixed with water and hydraulicallyapplied as a slurry to reduce soil erosion and assist in the establishment
and growth of vegetation.
3.2.2 index property test, n—in erosion control, a standard test that may be used to compare the relative material properties of
erosion control products.
4. Summary of Practice
4.1 A representative sample of dry HECP product fiber is mixed with water in an amount corresponding to a field applicationthe
desired mixing rate. The resulting slurry is spread evenly on a metal sheet pan. pan in an amount corresponding to the desired field
application rate. The material is dried and the resulting sample is removed and cut to sizes appropriate for index property tests.
5. Si
...

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