ASTM D6460-19
(Test Method)Standard Test Method for Determination of Rolled Erosion Control Product (RECP) Performance in Protecting Earthen Channels from Stormwater-Induced Erosion
Standard Test Method for Determination of Rolled Erosion Control Product (RECP) Performance in Protecting Earthen Channels from Stormwater-Induced Erosion
SIGNIFICANCE AND USE
5.1 This test method evaluates RECPs and their means of installation to:
5.1.1 Reduce soil loss and sediment concentrations in stormwater runoff under conditions of varying channel conditions and soil type;
5.1.2 Function within a composite system acting as vegetative reinforcement; and
5.1.3 Improve water quality exiting the area disturbed by earthwork activity by minimizing mobilization of in-situ particles within the streambed.
5.2 This test method models and examines conditions typically found on construction sites involving earthwork activities, including: highways and roads; airports; residential, commercial and industrial developments; pipelines, mines, and landfills; golf courses; etc.
5.3 This test method is a performance test, but can be used for quality control to determine product conformance to project specifications. Caution is advised since information regarding laboratory specific precision is incomplete. For project specific conformance, unique project-specific conditions should be taken into consideration.
SCOPE
1.1 This test method covers the guidelines, requirements and procedures for evaluating the ability of Rolled Erosion Control Products (RECPs) to protect earthen channels from stormwater-induced erosion. Critical elements of this protection are the ability of the RECP to:
1.1.1 Neutralize and absorb the hydraulic force of stormwater, thereby reducing soil particle loosening through “scour” mechanisms;
1.1.2 Slow runoff and encourage sedimentation, thereby reducing soil particle transport downstream;
1.1.3 Absorb shear forces of overland flow;
1.1.4 Trap soil particles beneath; and
1.1.5 Promote the establishment of vegetation.
1.2 This test method utilizes full-scale testing procedures, rather than reduced-scale (bench-scale) simulation, and is patterned after conditions typically found on construction sites prior to and after revegetation work. Further, procedures for evaluation of baseline conditions are provided. Thus, test preparation, test execution, data collection, data analysis and reporting procedures herein are intended to be suitable for testing of bare soil, unvegetated RECP, vegetated soil and vegetated RECP conditions.
1.3 This test method provides a comparative evaluation of an unvegetated RECP to baseline bare soil conditions and a vegetated RECP to a baseline, vegetated condition under controlled and documented conditions.
1.4 The values stated in SI units are to be regarded as standard. The inch-pound units given in parentheses are provided for information purposes only.
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. Also, the user must comply with prevalent regulatory codes, such as OSHA (Occupational Health and Safety Administration) guidelines, while using the test method.
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.
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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: D6460 − 19
Standard Test Method for
Determination of Rolled Erosion Control Product (RECP)
Performance in Protecting Earthen Channels from
1
Stormwater-Induced Erosion
This standard is issued under the fixed designation D6460; 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* priate safety, health, and environmental practices and deter-
mine the applicability of regulatory limitations prior to use.
1.1 This test method covers the guidelines, requirements
Also, the user must comply with prevalent regulatory codes,
and procedures for evaluating the ability of Rolled Erosion
such as OSHA (Occupational Health and Safety Administra-
Control Products (RECPs) to protect earthen channels from
tion) guidelines, while using the test method.
stormwater-induced erosion. Critical elements of this protec-
1.6 This international standard was developed in accor-
tion are the ability of the RECP to:
dance with internationally recognized principles on standard-
1.1.1 Neutralize and absorb the hydraulic force of
ization established in the Decision on Principles for the
stormwater, thereby reducing soil particle loosening through
Development of International Standards, Guides and Recom-
“scour” mechanisms;
mendations issued by the World Trade Organization Technical
1.1.2 Slow runoff and encourage sedimentation, thereby
Barriers to Trade (TBT) Committee.
reducing soil particle transport downstream;
1.1.3 Absorb shear forces of overland flow;
2. Referenced Documents
1.1.4 Trap soil particles beneath; and
2
1.1.5 Promote the establishment of vegetation. 2.1 ASTM Standards:
C136 Test Method for Sieve Analysis of Fine and Coarse
1.2 This test method utilizes full-scale testing procedures,
Aggregates
rather than reduced-scale (bench-scale) simulation, and is
D422 Test Method for Particle-SizeAnalysis of Soils (With-
patterned after conditions typically found on construction sites
3
drawn 2016)
prior to and after revegetation work. Further, procedures for
D698 Test Methods for Laboratory Compaction Character-
evaluation of baseline conditions are provided. Thus, test
3
istics of Soil Using Standard Effort (12,400 ft-lbf/ft (600
preparation, test execution, data collection, data analysis and
3
kN-m/m ))
reporting procedures herein are intended to be suitable for
D1556 Test Method for Density and Unit Weight of Soil in
testing of bare soil, unvegetated RECP, vegetated soil and
Place by Sand-Cone Method
vegetated RECP conditions.
D2922 Test Methods for Density of Soil and Soil-Aggregate
1.3 This test method provides a comparative evaluation of
in Place by Nuclear Methods (Shallow Depth) (With-
an unvegetated RECP to baseline bare soil conditions and a 3
drawn 2007)
vegetated RECP to a baseline, vegetated condition under
D4318 Test Methods for Liquid Limit, Plastic Limit, and
controlled and documented conditions.
Plasticity Index of Soils
D4595 Test Method for Tensile Properties of Geotextiles by
1.4 The values stated in SI units are to be regarded as
standard. The inch-pound units given in parentheses are the Wide-Width Strip Method
D6475 Test Method for Measuring Mass per Unit Area of
provided for information purposes only.
Erosion Control Blankets
1.5 This standard does not purport to address all of the
D6525 Test Method for Measuring Nominal Thickness of
safety concerns, if any, associated with its use. It is the
Rolled Erosion Control Products
responsibility of the user of this standard to establish appro-
1 2
ThistestmethodisunderthejurisdictionofASTMCommitteeD18onSoiland For referenced ASTM standards, visit the ASTM website, www.astm.org, or
Rock; Subcommittee D18.25 on Erosion and Sediment Control Technology; and is contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
the direct responsibility of Section .02 on Erosion Control Blankets (ECBs). Standards volume information, refer to the standard’s Document Summary page on
Current edition approved July 15, 2019. Published August 2019. Originally the ASTM website.
3
approved in 1999. Last previous edition approved in 2012 as D6460–12. DOI: The last approved version of this historical standard is referenced on
10.1520/D6460-19. www.astm.org.
*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
---------------------- Page: 1 ----------------------
...
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: D6460 − 12 D6460 − 19
Standard Test Method for
Determination of Rolled Erosion Control Product (RECP)
Performance in Protecting Earthen Channels from
1
Stormwater-Induced Erosion
This standard is issued under the fixed designation D6460; 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 test method covers the guidelines, requirements and procedures for evaluating the ability of Rolled Erosion Control
Products (RECPs) to protect earthen channels from stormwater-induced erosion. Critical elements of this protection are the ability
of the RECP to:
1.1.1 Neutralize and absorb the hydraulic force of stormwater, thereby reducing soil particle loosening through “scour”
mechanisms;
1.1.2 Slow runoff and encourage sedimentation, thereby reducing soil particle transport downstream;
1.1.3 Absorb shear forces of overland flow;
1.1.4 Trap soil particles beneath; and
1.1.5 Promote the establishment of vegetation.
1.2 This test method utilizes full-scale testing procedures, rather than reduced-scale (bench-scale) simulation, and is patterned
after conditions typically found on construction sites prior to and after revegetation work. Further, procedures for evaluation of
baseline conditions are provided. Thus, test preparation, test execution, data collection, data analysis and reporting procedures
herein are intended to be suitable for testing of bare soil, unvegetated RECP, vegetated soil and vegetated RECP conditions.
1.3 This test method provides a comparative evaluation of an unvegetated RECP to baseline bare soil conditions and a vegetated
RECP to a baseline, vegetated condition under controlled and documented conditions.
1.4 The values stated in SI units are to be regarded as standard. The inch-pound units given in parentheses are provided for
information purposes only.
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 safety, health, and healthenvironmental practices and determine the
applicability of regulatory limitations prior to use. Also, the user must comply with prevalent regulatory codes, such as OSHA
(Occupational Health and Safety Administration) guidelines, while using the test method.
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.
2. Referenced Documents
2
2.1 ASTM Standards:
C136 Test Method for Sieve Analysis of Fine and Coarse Aggregates
3
D422 Test Method for Particle-Size Analysis of Soils (Withdrawn 2016)
3 3
D698 Test Methods for Laboratory Compaction Characteristics of Soil Using Standard Effort (12,400 ft-lbf/ft (600 kN-m/m ))
D1556 Test Method for Density and Unit Weight of Soil in Place by Sand-Cone Method
3
D2922 Test Methods for Density of Soil and Soil-Aggregate in Place by Nuclear Methods (Shallow Depth) (Withdrawn 2007)
1
This test method is under the jurisdiction of ASTM Committee D18 on Soil and Rock; Subcommittee D18.25 on Erosion and Sediment Control Technology; and is the
direct responsibility of Section .02 on Erosion Control Blankets (ECBs).
Current edition approved March 1, 2012July 15, 2019. Published April 2012August 2019. Originally approved in 1999. Last previous edition approved in 20072012 as
D6460–07.–12. DOI: 10.1520/D6460-12.10.1520/D6460-19.
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.
3
The last approved version of this historical standard is referenced on www.astm.org.
*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
---------------------- Page: 1 ----------------------
D6460 − 19
D4318 Test Methods for Liquid Limit, Plastic Limit, and Plasticity Index of Soils
D4595 Test Method for Tensile Properties of Geotexti
...
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: D6460 − 19
Standard Test Method for
Determination of Rolled Erosion Control Product (RECP)
Performance in Protecting Earthen Channels from
1
Stormwater-Induced Erosion
This standard is issued under the fixed designation D6460; 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* priate safety, health, and environmental practices and deter-
mine the applicability of regulatory limitations prior to use.
1.1 This test method covers the guidelines, requirements
Also, the user must comply with prevalent regulatory codes,
and procedures for evaluating the ability of Rolled Erosion
such as OSHA (Occupational Health and Safety Administra-
Control Products (RECPs) to protect earthen channels from
tion) guidelines, while using the test method.
stormwater-induced erosion. Critical elements of this protec-
1.6 This international standard was developed in accor-
tion are the ability of the RECP to:
dance with internationally recognized principles on standard-
1.1.1 Neutralize and absorb the hydraulic force of
ization established in the Decision on Principles for the
stormwater, thereby reducing soil particle loosening through
Development of International Standards, Guides and Recom-
“scour” mechanisms;
mendations issued by the World Trade Organization Technical
1.1.2 Slow runoff and encourage sedimentation, thereby
Barriers to Trade (TBT) Committee.
reducing soil particle transport downstream;
1.1.3 Absorb shear forces of overland flow;
2. Referenced Documents
1.1.4 Trap soil particles beneath; and
2
1.1.5 Promote the establishment of vegetation. 2.1 ASTM Standards:
C136 Test Method for Sieve Analysis of Fine and Coarse
1.2 This test method utilizes full-scale testing procedures,
Aggregates
rather than reduced-scale (bench-scale) simulation, and is
D422 Test Method for Particle-Size Analysis of Soils (With-
patterned after conditions typically found on construction sites
3
drawn 2016)
prior to and after revegetation work. Further, procedures for
D698 Test Methods for Laboratory Compaction Character-
evaluation of baseline conditions are provided. Thus, test
3
istics of Soil Using Standard Effort (12,400 ft-lbf/ft (600
preparation, test execution, data collection, data analysis and
3
kN-m/m ))
reporting procedures herein are intended to be suitable for
D1556 Test Method for Density and Unit Weight of Soil in
testing of bare soil, unvegetated RECP, vegetated soil and
Place by Sand-Cone Method
vegetated RECP conditions.
D2922 Test Methods for Density of Soil and Soil-Aggregate
1.3 This test method provides a comparative evaluation of
in Place by Nuclear Methods (Shallow Depth) (With-
3
an unvegetated RECP to baseline bare soil conditions and a
drawn 2007)
vegetated RECP to a baseline, vegetated condition under
D4318 Test Methods for Liquid Limit, Plastic Limit, and
controlled and documented conditions.
Plasticity Index of Soils
1.4 The values stated in SI units are to be regarded as D4595 Test Method for Tensile Properties of Geotextiles by
the Wide-Width Strip Method
standard. The inch-pound units given in parentheses are
provided for information purposes only. D6475 Test Method for Measuring Mass per Unit Area of
Erosion Control Blankets
1.5 This standard does not purport to address all of the
D6525 Test Method for Measuring Nominal Thickness of
safety concerns, if any, associated with its use. It is the
Rolled Erosion Control Products
responsibility of the user of this standard to establish appro-
1 2
This test method is under the jurisdiction of ASTM Committee D18 on Soil and For referenced ASTM standards, visit the ASTM website, www.astm.org, or
Rock; Subcommittee D18.25 on Erosion and Sediment Control Technology; and is contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
the direct responsibility of Section .02 on Erosion Control Blankets (ECBs). Standards volume information, refer to the standard’s Document Summary page on
Current edition approved July 15, 2019. Published August 2019. Originally the ASTM website.
3
approved in 1999. Last previous edition approved in 2012 as D6460–12. DOI: The last approved version of this historical standard is referenced on
10.1520/D6460-19. www.astm.org.
*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
---------------------- Page: 1 ----------------------
D6460 − 19
D6526 Test Method for Analysis of Toluene by Capillary 3.1.11 shear stress, n—the force of flowing water applied to
3
Column Gas C
...
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