Standard Test Method for Determination of Temporary Ditch Check Performance in Protecting Earthen Channels from Stormwater-Induced Erosion

SIGNIFICANCE AND USE
5.1 This test method evaluates a system of temporary ditch checks 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; and  
5.1.2 Improve water quality exiting the area disturbed by earthwork activity by reducing suspended solids.  
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. It is a comparative tool for evaluating the erosion control characteristics of different temporary ditch checks and can be used for quality control to determine product conformance to project specifications. Take caution when comparing results from different laboratories because information about between-laboratory precision is incomplete and slight differences in soil and other environmental and geotechnical conditions may affect temporary ditch check performance. Unique project-specific conditions should be taken into consideration. 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 test method covers the guidelines, requirements, and procedures for evaluating the ability of temporary ditch check systems to protect earthen channels from stormwater-induced erosion. Critical elements of this protection are the ability of the temporary ditch check to:  
1.1.1 Slow or pond runoff, or both, to encourage sedimentation, thereby reducing soil particle transport downstream;  
1.1.2 Trap soil particles up stream of structure; and  
1.1.3 Decrease soil erosion.  
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 at the conclusion of earthwork operations, but prior to the start of revegetation work. Therefore this test method considers only unvegetated conditions.  
1.3 This test method provides a comparative evaluation of a temporary ditch check to baseline bare soil conditions under controlled and documented conditions.  
1.4 All observed and calculated values shall conform to the guidelines for significant digits and rounding established in Practice D6026 unless superseded by this standard.  
1.4.1 The procedures used to specify how data are collected/recorded and calculated in this standard are regarded as the industry standard. In addition, they are representative of the significant digits that should generally 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 commensurate with these considerations. It is beyond the scope of this standard to consider significant digits used in analysis methods for engineering design.  
1.5 The values stated in SI units are to be regarded as standard. The values given in parentheses are mathematical conversions to inch-pound units, which are provided for information only and are not considered standard.  
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 ...

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ASTM D7208-14 - Standard Test Method for Determination of Temporary Ditch Check Performance in Protecting Earthen Channels from Stormwater-Induced Erosion
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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: D7208 − 14
Standard Test Method for
Determination of Temporary Ditch Check Performance in
Protecting Earthen Channels from Stormwater-Induced
1
Erosion
This standard is issued under the fixed designation D7208; 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 1.5 The values stated in SI units are to be regarded as
standard. The values given in parentheses are mathematical
1.1 This test method covers the guidelines, requirements,
conversions to inch-pound units, which are provided for
and procedures for evaluating the ability of temporary ditch
information only and are not considered standard.
check systems to protect earthen channels from stormwater-
1.6 This standard does not purport to address all of the
induced erosion. Critical elements of this protection are the
safety concerns, if any, associated with its use. It is the
ability of the temporary ditch check to:
responsibility of the user of this standard to establish appro-
1.1.1 Slow or pond runoff, or both, to encourage
priate safety and health practices and determine the applica-
sedimentation, thereby reducing soil particle transport down-
bility of regulatory limitations prior to use. Also, the user must
stream;
comply with prevalent regulatory codes, such as OSHA (Oc-
1.1.2 Trap soil particles up stream of structure; and
cupational Health and SafetyAdministration) guidelines, while
1.1.3 Decrease soil erosion.
using the test method.
1.2 This test method utilizes full-scale testing procedures,
rather than reduced-scale (bench-scale) simulation, and is
2. Referenced Documents
patterned after conditions typically found on construction sites
2
2.1 ASTM Standards:
at the conclusion of earthwork operations, but prior to the start
D653 Terminology Relating to Soil, Rock, and Contained
ofrevegetationwork.Thereforethistestmethodconsidersonly
Fluids
unvegetated conditions.
D698 Test Methods for Laboratory Compaction Character-
3
1.3 This test method provides a comparative evaluation of a
istics of Soil Using Standard Effort (12 400 ft-lbf/ft (600
temporary ditch check to baseline bare soil conditions under 3
kN-m/m ))
controlled and documented conditions.
D3740 Practice for Minimum Requirements for Agencies
1.4 All observed and calculated values shall conform to the Engaged in Testing and/or Inspection of Soil and Rock as
Used in Engineering Design and Construction
guidelines for significant digits and rounding established in
Practice D6026 unless superseded by this standard. D6026 Practice for Using Significant Digits in Geotechnical
Data
1.4.1 Theproceduresusedtospecifyhowdataarecollected/
recorded and calculated in this standard are regarded as the D6460 Test Method for Determination of Rolled Erosion
Control Product (RECP) Performance in Protecting
industry standard. In addition, they are representative of the
significant digits that should generally be retained. The proce- Earthen Channels from Stormwater-Induced Erosion
dures used do not consider material variation, purpose for
3. Terminology
obtaining the data, special purpose studies, or any consider-
ations for the user’s objectives; and it is common practice to 3.1 Definitions—For definitions of terms used in this test
increase or reduce significant digits of reported data to com- method, see Terminology D653.
mensurate with these considerations. It is beyond the scope of
3.2 Definitions of Terms Specific to This Standard:
this standard to consider significant digits used in analysis
3.2.1 temporary ditch check (in erosion control), n—a
methods for engineering design.
non-permanent barrier consisting of rocks, straw bales, excel-
sior logs, wattles, lumber, rock bags, interlocking pre-cast
1
ThistestmethodisunderthejurisdictionofASTMCommitteeD18onSoiland
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 Jan. 1, 2014. Published January 2014. Originally contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
approved in 2006. Last previous edition approved in 2006 as D7208 – 06. DOI: Standards volume information, refer to the standard’s Document Summary page on
10.1520/D7208-14. the ASTM website.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1

---------------------- Page: 1 ----------------------
D7208 − 14
concrete blocks, or other materials installed or constructed 6. Apparatus
across a drainage way, swale, or other ephemeral waterwa
...

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: D7208 − 06 D7208 − 14
Standard Test Method for
Determination of Temporary Ditch Check Performance in
Protecting Earthen Channels from Stormwater-Induced
1
Erosion
This standard is issued under the fixed designation D7208; 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 temporary ditch checks
check systems to protect earthen channels from stormwater-induced erosion. Critical elements of this protection are the ability of
the temporary ditch check to:
1.1.1 Slow and/or pond runoff or pond runoff, or both, to encourage sedimentation, thereby reducing soil particle transport
downstream;
1.1.2 Trap soil particles up stream of structure; and
1.1.3 Decrease soil erosion.
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 at the conclusion of earthwork operations, but prior to the start of revegetation
work. Therefore this test method considers only unvegetated conditions.
1.3 This test method provides a comparative evaluation of a temporary ditch check to baseline bare soil conditions under
controlled and documented conditions.
1.4 All observed and calculated values shall conform to the guidelines for significant digits and rounding established in Practice
D6026 unless superseded by this standard.
1.4.1 The procedures used to specify how data are collected/recorded and calculated in this standard are regarded as the industry
standard. In addition, they are representative of the significant digits that should generally 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 commensurate with these considerations. It
is beyond the scope of this standard to consider significant digits used in analysis methods for engineering design.
1.5 The values stated in SI units are to be regarded as standard. The inch-pound units values given in parentheses are
mathematical conversions to inch-pound units, which are provided for information purposes only.only and are not considered
standard.
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. Also, the user must comply with prevalent regulatory codes, such as OSHA (Occupational Health and
Safety Administration) guidelines, while using the test method.
2. Referenced Documents
2
2.1 ASTM Standards:
D653 Terminology Relating to Soil, Rock, and Contained Fluids
3 3
D698 Test Methods for Laboratory Compaction Characteristics of Soil Using Standard Effort (12 400 ft-lbf/ft (600 kN-m/m ))
D3740 Practice for Minimum Requirements for Agencies Engaged in Testing and/or Inspection of Soil and Rock as Used in
Engineering Design and Construction
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 May 15, 2006Jan. 1, 2014. Published July 2006January 2014. Originally approved in 2006. Last previous edition approved in 2006 as D7208
– 06. DOI: 10.1520/D7208-06.10.1520/D7208-14.
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 ----------------------
D7208 − 14
D6026 Practice for Using Significant Digits in Geotechnical Data
D6460 Test Method for Determination of Rolled Erosion Control Product (RECP) Performance in Protecting Earthen Channels
from Stormwater-Induced Erosion
3. Terminology
3.1 Definitions—For definitions of terms used in t
...

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