Standard Test Method for Determining Water Holding Capacity of Fiber Mulches for Hydraulic Planting

SIGNIFICANCE AND USE
5.1 The meaning of the test is related to the manufacturing quality assurance and quality control and end use of the material, to determine characteristics of products. The water holding capacity of hydraulically applied mulches for hydraulic planting correlates directly with enhanced slurry and spray patterns by providing better soil/slurry binding ability, mixing ability in a tank, and rate of seed germination.
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 quantitative test method determines the water holding capacity of fiber mulches, including wood, paper, and agriculturally derived and blended fiber mulches that are used for hydraulic seeding and planting. Results from this testing can be used as a quality assurance and/or quality control data for manufacturing processes.  
1.2 There are no known limitations to this test method.  
1.3 Units—The values stated in SI units are to be regarded as standard. No other units of measurement are included in this standard.  
1.4 All observed and calculated values shall conform to the guidelines for significant digits and rounding established in Practice D6026.  
1.4.1 The procedures used to specify how data are collected/recorded or 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 this standard to consider significant digits used in analysis methods for engineering data.  
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.  
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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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: D7367 − 19
Standard Test Method for
Determining Water Holding Capacity of Fiber Mulches for
1
Hydraulic Planting
This standard is issued under the fixed designation D7367; the number immediately following the designation indicates the year of
original adoption or, in the case of revision, the year of last revision.Anumber in parentheses indicates the year of last reapproval.A
superscript epsilon (´) indicates an editorial change since the last revision or reapproval.
1. Scope* mendations issued by the World Trade Organization Technical
Barriers to Trade (TBT) Committee.
1.1 This quantitative test method determines the water
holding capacity of fiber mulches, including wood, paper, and
2. Referenced Documents
agriculturally derived and blended fiber mulches that are used
2
2.1 ASTM Standards:
for hydraulic seeding and planting. Results from this testing
D653Terminology Relating to Soil, Rock, and Contained
can be used as a quality assurance and/or quality control data
Fluids
for manufacturing processes.
D3740Practice for Minimum Requirements for Agencies
1.2 There are no known limitations to this test method.
Engaged in Testing and/or Inspection of Soil and Rock as
1.3 Units—The values stated in SI units are to be regarded
Used in Engineering Design and Construction
asstandard.Nootherunitsofmeasurementareincludedinthis
D4753Guide for Evaluating, Selecting, and Specifying Bal-
standard.
ances and Standard Masses for Use in Soil, Rock, and
Construction Materials Testing
1.4 All observed and calculated values shall conform to the
D6026Practice for Using Significant Digits in Geotechnical
guidelines for significant digits and rounding established in
Data
Practice D6026.
E11Specification forWovenWireTest Sieve Cloth andTest
1.4.1 Theproceduresusedtospecifyhowdataarecollected/
Sieves
recorded or calculated in the standard are regarded as the
industry standard. In addition, they are representative of the
3. Terminology
significant digits that generally should be retained. The proce-
dures used do not consider material variation, purpose for 3.1 Definitions—For definitions of common technical terms
obtaining the data, special purpose studies, or any consider-
used in this standard, refer to Terminology D653.
ations for the user’s objectives; and it is common practice to
4. Summary of Test Method
increase or reduce significant digits of reported data to be
commensuratewiththeseconsiderations.Itisbeyondthescope
4.1 Arepresentativesampleofafibermulchistakenfroma
of this standard to consider significant digits used in analysis
packaged bale or bag.The representative sample is thoroughly
methods for engineering data.
mixed to obtain 3 test specimens. The test specimens are
1.5 This standard does not purport to address all of the allowed to condition for 24 h. Then, the mass of each test
safety concerns, if any, associated with its use. It is the
specimen is determined as is the mass of a sieve and a sieve
responsibility of the user of this standard to establish appro- pan. Test water is then added to the test specimen and mixed.
priate safety, health, and environmental practices and deter-
The test water and fiber is then poured over a sieve and evenly
mine the applicability of regulatory limitations prior to use. distributed. The sieve is then placed in bowl to allow the fiber
1.6 This international standard was developed in accor- mulchtosaturate.Aftersaturation,thesieveisallowedtodrain
dance with internationally recognized principles on standard- andthesieveandpanaredriedoffbeforethemassofthesieve
ization established in the Decision on Principles for the plus sieve pan plus saturated fiber mulch is determined. This
Development of International Standards, Guides and Recom- process is repeated for the other 2 test specimens. The water
holdingcapacityisexpressedasapercentageofincreasedmass
after saturation.
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 June 15, 2019. Published July 2019. Originally contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
approved in 2007. Last previous edition approved in 2014 as D7367–14. Standards volume information, refer to the standard’s Document Summary page on
DOI:10.1520/D7367-19. 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

---------------------- Page: 1 ----------------------
D7367 − 19
5. Significance and Use mass per manufacturer’s specifications to equal 30 g. Place the
fibers in a large mixing bowl and gently break the comp
...

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: D7367 − 14 D7367 − 19
Standard Test Method for
Determining Water Holding Capacity of Fiber Mulches for
1
Hydraulic Planting
This standard is issued under the fixed designation D7367; 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 quantitative test method determines the water holding capacity of fiber mulches, including wood, paper, and
agriculturally derived and blended fiber mulches that are used for hydraulic planting.seeding and planting. Results from this testing
can be used as a quality assurance and/or quality control data for manufacturing processes.
1.2 The purpose of this test method is to provide a means of evaluating water holding capacity in fiber mulches. Product
specimen is conditioned and weighed, saturated and re-weighed to determine water holding capacity. The water holding capacity
is expressed as a percentage of increased weight after saturation. There are no known limitations to this test method. No range of
concentrations/values have been determined. This test method is preferably performed in a laboratory.
1.3 Units—The values stated in SI units are to be regarded as standard. No other units of measurement are included in this
standard.
1.4 All observed and calculated values shall conform to the guidelines for significant digits and rounding established in Practice
D6026.
1.4.1 The procedures used to specify how data are collected/recorded or 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 this standard to consider significant digits used in analysis methods for engineering data.
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.
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:
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
E11 Specification for Woven Wire Test Sieve Cloth and Test Sieves
3. Terminology
3.1 Definitions—For common 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 April 15, 2014June 15, 2019. Published June 2014July 2019. Originally approved in 2007. Last previous edition approved in 20072014 as
D7367 – 07.D7367 – 14. DOI:10.1520/D7367-07.DOI:10.1520/D7367-19.
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.
*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 ----------------------
D7367 − 19
4. Summary of Test Method
4.1 Product specimen is conditioned and weighed, saturated and re-weighed to de
...

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