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ASTM D6455-99

(Guide)

Standard Guide for the Selection of Test Methods for Prefabricated Bituminous Geomembranes (PBGM)

Standard Guide for the Selection of Test Methods for Prefabricated Bituminous Geomembranes (PBGM)

SCOPE
1.1 This guide provides recommendations for the selection of appropriate test methods for prefabricated bituminous sheet used in geomembrane applications to provide consistency in data reporting.
1.2 This guide includes test methods for all types of composite bituminous geomembranes fabricated in a plant and consisting of a synthetic fabric saturated by a modified bituminous or an oxidized bituminous blend.
1.3 This guide is intended to aid all personnel involved in the selection, manufacture, installation, or evaluation of prefabricated bituminous geomembranes.

General Information

Status
Historical
Publication Date
09-Aug-1999
ICS
91.100.50 - Binders. Sealing materials
Technical Committee
D35 - Geosynthetics
Drafting Committee
D35.10 - Geomembranes
Current Stage
Ref Project

Relations

Replaced By
ASTM D6455-05 - Standard Guide for the Selection of Test Methods for Prefabricated Bituminous Geomembranes (PBGM)
Effective Date
01-Jun-2005
Referred By
ASTM D7275-07(2018) - Standard Test Method for Tensile Properties of Bituminous Geomembranes (BGMs)
Effective Date
10-Aug-1999
Referred By
ASTM D7274-06A(2018)e1 - Standard Test Method for Mineral Stabilizer Content of Prefabricated Bituminous Geomembranes (PBGMs)
Effective Date
10-Aug-1999
Referred By
ASTM D2643/D2643M-21 - Standard Specification for Prefabricated Bituminous Geomembrane Used as Canal and Ditch Liner (Exposed Type)
Effective Date
10-Aug-1999

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ASTM D6455-99 - Standard Guide for the Selection of Test Methods for Prefabricated Bituminous Geomembranes (PBGM)ASTM D6455-99 - Standard Guide for the Selection of Test Methods for Prefabricated Bituminous Geomembranes (PBGM)
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ASTM D6455-99 - Standard Guide for the Selection of Test Methods for Prefabricated Bituminous Geomembranes (PBGM)
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NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.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: D 6455 – 99
Standard Guide for the
Selection of Test Methods for Prefabricated Bituminous
Geomembranes (PBGM)
This standard is issued under the fixed designation D 6455; 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 (e) indicates an editorial change since the last revision or reapproval.
1. Scope D 4437 Practice for Determining the Integrity of Field
Seams
1.1 This guide provides recommendations for the selection
D 4439 Terminology for Geotextiles
of appropriate test methods for prefabricated bituminous sheet
D 4595 Test Method for Tensile Properties of Geotextiles
used in geomembrane applications to provide consistency in
by Wide-Width Strip Method
data reporting.
D 4833 Test Method for Index Puncture Resistance of
1.2 This guide includes test methods for all types of
Geotextiles, Geomembranes, and Related Products
composite bituminous geomembranes fabricated in a plant and
D 5147 Test Methods for Sampling and Testing Modified
consisting of a synthetic fabric saturated by a modified
Bituminous Sheet Material
bituminous or an oxidized bituminous blend.
D 5199 Test Method for Measuring Nominal Thickness of
1.3 This guide is intended to aid all personnel involved in
Geotextiles and Geomembranes
the selection, manufacture, installation, or evaluation of pre-
D 5262 Test Method for Evaluating the UnconfinedTension
fabricated bituminous geomembranes.
Creep Behavior of Geosynthetics
1.4 This standard does not purport to address all of the
D 5321 Test Method for Determining the Coefficient of Soil
safety concerns, if any, associated with its use. It is the
and Geosynthetic or Geosynthetic and Friction by Direct
responsibility of the user of this standard to establish appro-
Shear Method
priate safety and health practices and determine the applica-
D 5322 Practice for Immersion Procedures for Evaluating
bility of regulatory limitations prior to use.
the Chemical Resistance of Geosynthetics to Liquids
2. Referenced Documents
D 5635 Test Method for Dynamic Puncture Resistance of
Roofing Membrane Specimens
2.1 ASTM Standards:
D 5641 Practice for Geomembrane Seam Evaluation by
D 5 Test Method for Penetration of Bituminous Materials
Vacuum Chamber
D 36 TestMethodforSofteningPointofBitumen:Ringand
D 5747 Practice for Tests to Evaluate the Chemical Resis-
Ball Apparatus
tance of Geomembranes to Liquids
D 1204 Test Method for Linear Dimensional Changes of
D 5886 Guide for Selection of Test Methods to Determine
Nonrigid Thermoplastic Sheeting or Film at Elevated
Rate of Fluid Permeation Through Geomembranes for
Temperature
Specific Applications
D 3746 Test Method for Impact Resistance of Bituminous
E 96 Test Methods for Water Vapor Transmission of Mate-
Roofing Systems
rials
D 3776 Test Methods for Mass Per Unit Area (Weight) of
G 151 Practice for Exposing Nonmetallic Materials in Ac-
Woven Fabric
celerated Test Devices That Use Laboratory Light
D 4354 Practice for Sampling of Geosynthetics for Testing
Sources
D 4355 Test Method for Deterioration of Geotextiles from
G 154 Practice for Operating Fluorescent Light Apparatus
Exposure to Ultraviolet Light and Water (Xenon-Arc Type
for UV Exposure of Nonmetallic Materials
Apparatus)
G 155 Practice for Operating Xenon Arc Light Apparatus
for Exposure of Nonmetallic Materials
This guide is under the jurisdiction ofASTM Committee D-35 on Geosynthet-
ics and is the direct responsibility of D35.10 on Geomembranes. 3. Terminology
Current edition approved August 10, 1999. Published October 1999.
2 3.1 Definitions:
Annual Book of ASTM Standards, Vol 04.03.
Annual Book of ASTM Standards, Vol 04.04.
Annual Book of ASTM Standards, Vol 08.01.
5 7
Annual Book of ASTM Standards, Vol 07.02. Annual Book of ASTM Standards, Vol 04.06.
6 8
Annual Book of ASTM Standards, Vol 04.13. Annual Book of ASTM Standards, Vol 14.02.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
D6455–99
TABLE 2 Prefabricated Bituminous Geomembrane Optional
3.1.1 geomembrane, n—an essentially impermeable geo-
Properties
synthetic composed of one or more synthetic sheets.
ASTM
3.1.2 geosynthetic, n—a planar product manufactured from
Characteristic
Standard
polymeric material used with soil, rock, earth, or other geo-
General Properties:
technical engineering related material as an integral part of a
A
Test Method for the Determination of Delamination Resistance
manmade project, structure, or system.
Dimensional Stability at High T D 1204
3.1.3 geotextiles, n—any permeable textile material used in Hydraulic Properties:
Test Methods for Water Vapor Transmission of Materials E 96
foundation, soil, rock, earth, or any other geotechnical engi-
Mechanical Properties:
neering related material, as an integral part of a manmade
Puncture: Dynamic D 5635
Cold Bending 0°C D 5147
project, structure, or system.
Determining the Coe
...

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ASTM D6392-23(Test Method)
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4.1 The use of geomembranes as barrier materials to restrict liquid migration from one location to another in soil and rock has created a need for a standard test method to evaluate the quality of geomembrane seams produced by thermo-fusion methods. In the case of geomembranes, it has become evident that geomembrane seams can exhibit separation in the field under certain conditions. Although this is an index-type test method used for quality assurance and quality control purposes, it is also intended to provide the quality assurance engineer with sufficient seam peel and shear data to evaluate seam quality. Recording and reporting data, such as separation that occurs during the peel test and elongation during the shear test, will allow the quality assurance engineer to take measures necessary to ensure the repair of inferior seams during facility construction, and therefore, minimize the potential for seam separation in service.
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1.1 This test method describes destructive quality control and quality assurance tests used to determine the integrity of geomembrane seams produced by thermo-fusion methods. This test method presents the procedures used for determining the quality of nonbituminous bonded seams subjected to both peel and shear tests. These test procedures are intended for nonreinforced geomembranes only.  
1.2 The types of thermal field seaming techniques used to construct geomembrane seams include the following:  
1.2.1 Hot Air—This technique introduces high-temperature air or gas between two geomembrane surfaces to facilitate melting. Pressure is applied to the top or bottom geomembrane, forcing together the two surfaces to form a continuous bond.  
1.2.2 Hot Wedge (or Knife)—This technique melts the two geomembrane surfaces to be seamed by running a hot metal wedge between them. Pressure is applied to the top or bottom geomembrane, or both, to form a continuous bond. Some seams of this kind are made with dual bond tracks separated by a nonbonded gap. These seams are sometimes referred to as dual hot wedge seams or double-track seams.  
1.2.3 Extrusion—This technique encompasses extruding molten resin between two geomembranes or at the edge of two overlapped geomembranes to effect a continuous bond.  
1.3 The types of materials covered by this test method include the following:  
1.3.1 Very low-density polyethylene (VLDPE).  
1.3.2 Linear low-density polyethylene (LLDPE).  
1.3.3 Very flexible polyethylene (VFPE).  
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1.3.7 Flexible polypropylene (fPP).
Note 1: The polyethylene identifiers presented in 1.3.1 – 1.3.5 describe the types of materials typically tested using this test method. These are industry-accepted trade descriptions and are not technical material classifications based upon material density.  
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ASTM D4437/D4437M-16(2023)(Practice)
Standard Practice for Nondestructive Testing (NDT) for Determining the Integrity of Seams Used in Joining Flexible Polymeric Sheet Geomembranes

SIGNIFICANCE AND USE
3.1 The use of geomembranes as barrier materials to restrict liquid migration from one location to another in soil and rock, and the large number of seam methods and types used in joining these geomembrane sheets, has created a need for standard tests by which the various seams can be compared and the quality of the seam systems can be nondestructively evaluated. This practice is intended to meet such a need.  
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1.1 This practice is intended for use as a summary of nondestructive quality control test methods for determining the integrity of seams used in the joining of flexible sheet materials in a geotechnical application. This practice outlines the test procedures available for determining the quality of bonded seams. Any one or combination of the test methods outlined in this practice can be incorporated into a project specification for quality control. These test methods are applicable to manufactured flexible polymeric membrane linings that are scrim reinforced or nonreinforced. This practice is not applicable to destructive testing. For destructive test methods, look at other ASTM standards and practices.  
1.2 The types of seams covered by this practice include the following: thermally bonded seams, hot air, hot wedge (or knife), extrusion, solvent-bonded seams, bodied solvent-bonded seams, adhesive-bonded or cemented seams, taped seams, and waterproofed sewn seams.  
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ASTM D8265-23(Practice)
Standard Practices for Electrical Methods for Mapping Leaks in Installed Geomembranes

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4.1 Geomembranes are used as impermeable barriers to prevent liquids from leaking from landfills, ponds, and other containment facilities. The liquids may contain contaminants that, if released, can cause damage to the environment. Leaking liquids can erode the subgrade, causing further damage. Leakage can result in product loss or otherwise prevent the installation from performing its intended containment purpose. For these reasons, it is desirable that the geomembrane have as little leakage as practical.  
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4.5 Electrical leak location methods are used to detect and locate leaks for repair. These practices can achieve a zero-leak condition at the conclusion of the survey(s). If any of the requirements for survey area preparation and testing procedures is not adhered to, then leaks could remain in the geomembrane after the survey. Not all of the survey area requirements are possible to achieve at some sites, but the closer the site can come to the ideal condition, the more successful the method will be.
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1.1 These practices describe standard procedures for using electrical methods to locate leaks in geomembranes covered with liquid or earthen materials, or both.  
1.2 These practices are intended to ensure that leak location surveys are performed to the highest technical capability of electrical methods, which should result in complete liquid containment (no leaks in geomembrane).  
1.3 Not all sites will be easily amenable to this method, but some preparation can be performed in order to enable this method at nearly any site as outlined in Section 6. If ideal testing conditions cannot be achieved, the method can still be performed, but any issues with site conditions are documented.  
1.4 Leak location surveys can be used on geomembranes installed in basins, ponds, tanks, ore and waste pads, landfill cells, landfill caps, and other containment facilities. The procedures are applicable for geomembranes made of materials such as polyethylene, polypropylene, polyvinyl chloride, chlorosulfonated polyethylene, bituminous material, and other sufficiently electrically insulating materials.  
1.5 The values stated in SI units are to be regarded as standard. No other units of measurement are included in this standard.  
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5.1 The bonding strength test for the top and bottom layers of the geosynthetic clay liner is intended to be an index test. It is anticipated that the results of the test will be used to evaluate the quality of the bonding process.
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1.1 This test method covers the laboratory determination of the average bonding strength between the top and bottom layers of a sample of a geosynthetic clay liner (GCL).  
1.2 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 nonconformance with the standard.  
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This guide covers guidelines for the acceptance testing requirements for geosynthetic clay liner (GCL) materials, describing types of tests, test methods, and recommended verifications and 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 guide suggests the types of tests, the methods of the testing, and verification requirements for acceptance testing of GCL materials. It should be recognized that parties, organizations or representatives may perform additional tests and/or at other frequencies than required in this standard guide. In this case, the project-specific acceptance plan will then take precedence over this standard guide. Different properties such as clay mass per unit area, swell index, fluid loss, grab tensile strength, tensile strength, density and thickness of geomembrane support, and bonding peel strength shall be determined by subjecting the material to different test methods.
SCOPE
1.1 This guide covers guidelines for the acceptance testing requirements for geosynthetic clay liner (GCL) materials, describing types of tests, test methods, and recommended verifications.  
1.2 This 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.  
1.3 The 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.  
1.4 This 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.  
1.5 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.  
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4.1 This guide is intended as a starting place for those wishing to investigate the chemical compatibility of the clay portion of a geosynthetic clay liner to test liquids. Within the scope of this guide, the clay portion of a geosynthetic clay liner that is chemically compatible with a test liquid may be expected to maintain its swelling characteristics. Conversely, the clay portion of a geosynthetic clay liner that is incompatible with a test liquid may be expected not to maintain its swelling characteristics. In instances where the compatibility of the clay portion of a GCL is questionable, additional hydraulic testing under the expected site conditions may be warranted.
SCOPE
1.1 This guide covers procedures and test methods that can be used in the evaluation of the ability of the clay portion of a geosynthetic clay liner to resist change due to exposure to liquids. These liquids may come from a site, or be generated in a laboratory from a site-specific soil.  
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1.3 This guide applies to the clay component of a GCL. The swell index and fluid loss tests referenced in Section 8 may not be applicable to clay with polymer or other chemical treatment. However, the flux tests referenced in Section 9 are applicable to clay with polymer or other chemical treatment. It is acknowledged that some use the swell index or fluid loss procedure, or both, on clay with polymer or other chemical treatment. However, such use of the standard would be considered a modification of the procedure and must be reported as such. The synthetic carrier components are covered independently as described in Practice D5322.  
1.4 The values stated in SI units are to be regarded as standard. No other units of measurement are included in this standard.  
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.  
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ASTM D7703-22(Practice)
Standard Practice for Electrical Leak Location on Exposed Geomembranes Using the Water Lance Method

SIGNIFICANCE AND USE
4.1 Geomembranes are used as barriers to prevent liquids from leaking from landfills, ponds, and other containments. For this purpose, it is desirable that the geomembrane have as little leakage as practical.  
4.2 The liquids may contain contaminants that, if released, can cause damage to the environment. Leaking liquids can erode the subgrade, causing further damage. Leakage can result in product loss or otherwise prevent the installation from performing its intended containment purpose.  
4.3 Geomembranes are often assembled in the field, either by unrolling and welding panels of the geomembrane material together in the field, unfolding flexible geomembranes in the field, or a combination of both.  
4.4 Geomembrane leaks can be caused by poor quality of the subgrade, poor quality of the material placed on the geomembrane, accidents, poor workmanship, manufacturing defects, and carelessness.  
4.5 Electrical leak location methods are an effective and proven quality assurance measure to detect and locate leaks. They do not verify material or seam integrity.
SCOPE
1.1 This practice is a performance-based standard for an electrical method for locating leaks in exposed geomembranes. For clarity, this practice uses the term “leak” to mean holes, punctures, tears, knife cuts, seam defects, cracks, and similar breaches in an installed geomembrane (as defined in 3.2.6).  
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ASTM D2643/D2643M-21(Specification)
Standard Specification for Prefabricated Bituminous Geomembrane Used as Canal and Ditch Liner (Exposed Type)

ABSTRACT
This specification covers prefabricated asphalt liner sheets intended for installation to provide a continuous, exposed lining for reservoirs, ponds, canals, and ditches. The liner sheets shall consist of layers of asphalt mastic between asphalt-saturated felts, mats, or fabrics, and shall be coated on both sides and covered with a material to prevent the finished sheets from sticking together during storage and shipment. The coating shall be a hot-applied asphalt material permitted to be compounded with a mineral stabilizer. Thickness of asphalt coating, water absorption, mass percent of asphalt, resistance to decay, flexibility, brittleness, and heat dissipation tests shall be performed to conform to the requirements specified.
SCOPE
1.1 This specification covers prefabricated bituminous geomembranes intended to provide a continuous, exposed lining for canals and ditches.  
1.2 The 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.  
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1.4 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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5.2 This test is used to determine the connection strength for the design of the connection system formed by segmental concrete block units and geosynthetic reinforcement layers in reinforced soil retaining walls. Performing a series of these connection tests at varying normal loads permits development of a relationship between connection strength and normal load. This relationship may be linear, bilinear, or some other complex mathematical expression.  
5.3 This connection strength test is meant to be a performance test (laboratory or field); therefore, it should be conducted using full-scale system components. The conditions for the test are selected by the user and are not for routine testing.  
5.4 As a performance test on full-scale system components, it accounts for some of the variables in construction procedures and materials tolerance normally present for these types of retaining wall systems.
SCOPE
1.1 This test method is used to determine the connection properties between a layer of geosynthetic reinforcement and segmental concrete block units used in construction of reinforced soil retaining walls. The test is carried out under conditions determined by the user that reproduce the connection system at full scale. The results of a series of tests are used to define a relationship between connection strength for a segmental unit-geosynthetic connection system and normal load.  
1.2 This is a performance test used to determine properties for design of retaining wall systems utilizing segmental concrete units and soil reinforcing geosynthetics, either geotextiles or geogrids. The test is performed on a full-scale construction of the connection and may be run in a laboratory or the field.  
1.3 The values stated in SI units are regarded as the standard. The values stated in inch-pound units are provided for information only.  
1.4 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.  
1.5 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.

  • Standard
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    English language
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  • Standard
    9 pages
    English language
    sale 15% off