Standard Guide for Identification, Storage, and Handling of Geosynthetic Rolls and Samples

SIGNIFICANCE AND USE
4.1 For a geosynthetic to be properly used it must be adequately identified and packaged. It must be handled and stored in such a way that its physical property values are not degraded. Failure to follow good practice may result in the unnecessary failure of the geosynthetic in a properly designed application.  
4.2 This guide is not intended to replace project-specific storage, handling, identification, packaging, or installation requirements or quality assurance programs.
SCOPE
1.1 This guide provides guidelines for the identification and packaging of rolled geosynthetics by the manufacturer and for the handling and storage of geosynthetics by the end user. This guide is not to be considered as all encompassing since each project involving geosynthetics presents its own challenges and special conditions. Geosynthetic samples are often taken at manufacturer, supplier, or at the job site primarily for the purpose of conformance testing and verification. These samples should be properly labeled for identification purposes.  
1.2 This guide is intended to aid manufacturers, suppliers, purchasers, and users of geosynthetics for identification, handling, and storage.  
1.3 This guide is not applicable for factory fabricated panels due to a different set of identifications for the panel by the fabricator. For Fabricated Geomembrane Panels, refer to Guide D7865.  
1.4 This guide is not intended for Geosynthetic Clay Liners. For GCL’s, refer to Guide D5888.  
1.5 This guide is also applicable to geosynthetic samples.  
1.6 Each type of Geosynthetic is listed by section to address specific requirements.    
Geotextiles – Section 5  
Geogrids – Section 6  
Geomembrane Rolls – Section 7  
Geonets – Section 8  
Geocomposites – Section 9  
Rolled Erosion Control Products – Section 10  
1.7 The values stated in either SI units or inch-pound units are to be regarded separately as standard. The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other. Combining values from the two systems may result in non-conformance with the standard.  
1.8 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: D4873/D4873M −16
Standard Guide for
Identification, Storage, and Handling of Geosynthetic Rolls
1
and Samples
This standard is issued under the fixed designation D4873/D4873M; 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 responsibility of the user of this standard to establish appro-
priate safety and health practices and determine the applica-
1.1 This guide provides guidelines for the identification and
bility of regulatory limitations prior to use.
packaging of rolled geosynthetics by the manufacturer and for
the handling and storage of geosynthetics by the end user. This
2. Referenced Documents
guide is not to be considered as all encompassing since each
2
2.1 ASTM Standards:
projectinvolvinggeosyntheticspresentsitsownchallengesand
D123 Terminology Relating to Textiles
special conditions. Geosynthetic samples are often taken at
D4354 Practice for Sampling of Geosynthetics and Rolled
manufacturer, supplier, or at the job site primarily for the
Erosion Control Products(RECPs) for Testing
purpose of conformance testing and verification. These
D4439 Terminology for Geosynthetics
samples should be properly labeled for identification purposes.
D5888 Guide for Storage and Handling of Geosynthetic
1.2 This guide is intended to aid manufacturers, suppliers,
Clay Liners
purchasers, and users of geosynthetics for identification,
D7865 Guide for Identification, Packaging, Handling, Stor-
handling, and storage.
age and Deployment of Fabricated Geomembrane Panels
1.3 This guide is not applicable for factory fabricated panels
3. Terminology
due to a different set of identifications for the panel by the
fabricator. For Fabricated Geomembrane Panels, refer to Guide
3.1 Definitions:
D7865.
3.1.1 For definitions of geosynthetic terms, refer to Termi-
nology D4439.
1.4 This guide is not intended for Geosynthetic Clay Liners.
3.1.2 For definitions of textile terms, refer to Terminology
For GCL’s, refer to Guide D5888.
D123.
1.5 This guide is also applicable to geosynthetic samples.
3.2 Definitions of Terms Specific to This Standard:
1.6 Each type of Geosynthetic is listed by section to address
3.2.1 core, n—a mandrel of cardboard, foam or other
specific requirements.
material on which geosynthetics are rolled during manufactur-
Geotextiles – Section 5
ing to facilitate handling.
Geogrids – Section 6
3.2.2 sample, n—(1) a portion of material which is taken for
Geomembrane Rolls – Section 7
Geonets – Section 8
testing or for record purposes. (See also sample, lot; sample,
Geocomposites – Section 9
laboratory; and specimen.) (2) a group of specimens used, or of
Rolled Erosion Control Products – Section 10
observationsmade,whichprovideinformationthatcanbeused
1.7 The values stated in either SI units or inch-pound units
for making statistical inferences about the population(s) from
are to be regarded separately as standard. The values stated in
which the specimens are drawn.
each system may not be exact equivalents; therefore, each
3.2.3 supplier, n—the person or organization from whom a
system shall be used independently of the other. Combining
geosynthetic is purchased or otherwise obtained.
values from the two systems may result in non-conformance
3.2.3.1 Discussion—The supplier is frequently the manufac-
with the standard.
turer of the geosynthetic, but need not be.Asupplier who is not
1.8 This standard does not purport to address all of the
the manufacturer is expected to ensure that the responsibilities
safety concerns, if any, associated with its use. It is the
of the manufacturer are fully met.
1
This guide is under the jurisdiction ofASTM Committee D35 on Geosynthetics
2
and is the direct responsibility of Subcommittee D35.02 on Endurance Properties. For referenced ASTM standards, visit the ASTM website, www.astm.org, or
Current edition approved Jan. 1, 2016. Published January 2016. Originally contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
approved in 1988. Last previous edition approved in 2015 as D4873 - 15. DOI: Standards volume information, refer to the standard’s Document Summary page on
10.1520/D4873_D4873M-16. the ASTM website.
Copyright ©ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA19428-2959. United States
1

---------------------- Page: 1 ----------------------
D4873/D4873M − 16
4. Significance and Use 5.2.2.6 Anyotherenvironmentalconditionthatmaydamage
the physical property values of the geotextile.
4.1 For a geosynthetic to be properly used it must be
adequately identified and packaged. It must be handled and NOTE 2—Geotextiles
...

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: D4873 − 15 D4873/D4873M − 16
Standard Guide for
Identification, Storage, and Handling of Geosynthetic Rolls
1
and Samples
This standard is issued under the fixed designation D4873;D4873/D4873M; 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 guide provides guidelines for the identification and packaging of rolled geosynthetics by the manufacturer and for the
handling and storage of geosynthetics by the end user. This guide is not to be considered as all encompassing since each project
involving geosynthetics presents its own challenges and special conditions. Geosynthetic samples are often taken at manufacturer,
supplier, or at the job site primarily for the purpose of conformance testing and verification. These samples should be properly
labeled for identification purposes.
1.2 This guide is intended to aid manufacturers, suppliers, purchasers, and users of geosynthetics for identification, handling,
and storage.
1.3 This guide is not applicable for factory fabricated panels due to a different set of identifications for the panel by the
fabricator. For Fabricated Geomembrane Panels, refer to Guide D7865.
1.4 This guide is not intended for Geosynthetic Clay Liners. For GCL’s, refer to Guide D5888.
1.5 This guide is also applicable to geosynthetic samples.
1.6 Each type of Geosynthetic is listed by section to address specific requirements.
Geotextiles – Section 5
Geogrids – Section 6
Geomembrane Rolls – Section 7
Geonets – Section 8
Geocomposites – Section 9
Rolled Erosion Control Products – Section 10
1.7 The values stated in either SI units or inch-pound units are to be regarded separately as standard. The values given in
parentheses are mathematical conversions to SI units that are provided for information only and are not considered stated in each
system may not be exact equivalents; therefore, each system shall be used independently of the other. Combining values from the
two systems may result in non-conformance with the standard.
1.8 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:
D123 Terminology Relating to Textiles
D4354 Practice for Sampling of Geosynthetics and Rolled Erosion Control Products(RECPs) for Testing
D4439 Terminology for Geosynthetics
D5888 Guide for Storage and Handling of Geosynthetic Clay Liners
D7865 Guide for Identification, Packaging, Handling, Storage and Deployment of Fabricated Geomembrane Panels
3. Terminology
3.1 Definitions:
1
This guide is under the jurisdiction of ASTM Committee D35 on Geosynthetics and is the direct responsibility of Subcommittee D35.02 on Endurance Properties.
Current edition approved Feb. 15, 2015Jan. 1, 2016. Published February 2015January 2016. Originally approved in 1988. Last previous edition approved in 20092015
as D4873 – 02 (2009).D4873 - 15. DOI: 10.1520/D4873-15.10.1520/D4873_D4873M-16.
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 ----------------------
D4873/D4873M − 16
3.1.1 geosynthetic, n—a planar product manufactured from polymeric material used with soil, rock, earth, or any other
geotechnical engineering related material as an integral part of a man-made project, structure, or system.
3.1.2 geotextile, n—a permeable geosynthetic comprised solely of textiles.
3.1.1 For definitions of other geosynthetic terms, refer to Terminology D4439.
3.1.2 For definitions of textile terms, refer to Terminology D123.
3.2 Definitions of Terms Specific to This Standard:
3.2.1 core, n—a mandrel of cardboard, foam or other material on which geosynthetics are rolled during manufacturing to
facilitate handling.
3.2.2 sample, n—(1) a portion of material which is taken for testing or for record purposes. (see(See also sample, lot; sample
...

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