ASTM D 6495/D6495M : 2018 : R2022
Current
The latest, up-to-date edition.
Standard Guide for Acceptance Testing Requirements for Geosynthetic Clay Liners
Hardcopy , PDF
English
12-10-2022
Committee |
D 35
|
DocumentType |
Guide
|
Pages |
4
|
PublisherName |
American Society for Testing and Materials
|
Status |
Current
|
Supersedes |
1.1This guide covers guidelines for the acceptance testing requirements for geosynthetic clay liner (GCL) materials, describing types of tests, test methods, and recommended verifications.
1.2This guide is intended to aid purchasers, installers, contractors, owners, operators, designers, and agencies in establishing a minimum level of effort for product acceptance testing and verification. This is intended to ensure that the supplied GCL rolls meet accepted material specifications.
1.3The values stated in either SI units or inch-pound units are to be regarded separately as standard. The values stated in each system are not necessarily exact equivalents; therefore, to ensure conformance with the standard, each system shall be used independently of the other, and values from the two systems shall not be combined.
1.4This guide offers an organized collection of information or a series of options and does not recommend a specific course of action. This guide cannot replace education or experience and should be used in conjunction with professional judgment. Not all aspects of this guide may be applicable in all circumstances. This guide is not intended to represent or replace the standard of care by which the adequacy of a given professional service must be judged, nor should this guide be applied without consideration of a project's many unique aspects. The word “Standard” in the title of this guide means only that the guide has been approved through the ASTM consensus process.
1.5This 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.
1.6This 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.
ASTM D 6693/D6693M : 2020 : R2024 | Standard Test Method for Determining Tensile Properties of Nonreinforced Polyethylene and Nonreinforced Flexible Polypropylene Geomembranes |
ASTM D 5887/D5887M : 2022 : REV A | Standard Test Method for Measurement of Index Flux Through Saturated Geosynthetic Clay Liner Specimens Using a Flexible Wall Permeameter |
ASTM D 6072/D6072M : 2019 | Standard Practice for Obtaining Samples of Geosynthetic Clay Liners |
ASTM D 6072/D6072M : 2019 : R2024 | Standard Practice for Obtaining Samples of Geosynthetic Clay Liners |
ASTM D 6496/D6496M : 2020 | Standard Test Method for Determining Average Bonding Peel Strength Between Top and Bottom Layers of Needle-Punched Geosynthetic Clay Liners |
ASTM D 5888 : 2019 : R2024 | Standard Guide for Storage and Handling of Geosynthetic Clay Liners |
ASTM D 6072/D6072M : 2019 : EDT 1 | Standard Practice for Obtaining Samples of Geosynthetic Clay Liners |
ASTM D 6693/D6693M : 2020 | Standard Test Method for Determining Tensile Properties of Nonreinforced Polyethylene and Nonreinforced Flexible Polypropylene Geomembranes |
ASTM D 6496/D6496M : 2023 : REV A | Standard Test Method for Determining Average Bonding Peel Strength Between Top and Bottom Layers of Needle-Punched Geosynthetic Clay Liners |
ASTM D 6496/D6496M : 2023 | Standard Test Method for Determining Average Bonding Peel Strength Between Top and Bottom Layers of Needle-Punched Geosynthetic Clay Liners |
ASTM D 5888 : 2019 | Standard Guide for Storage and Handling of Geosynthetic Clay Liners |
ASTM D 5887/D5887M : 2023 | Standard Test Method for Measurement of Index Flux Through Saturated Geosynthetic Clay Liner Specimens Using a Flexible Wall Permeameter |
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