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ASTM D6134-97(2006)

(Specification)

Standard Specification for Vulcanized Rubber Sheets Used in Waterproofing Systems

Standard Specification for Vulcanized Rubber Sheets Used in Waterproofing Systems

SCOPE
1.1 This specification covers unreinforced vulcanized rubber sheets made from ethylene propylene diene terpolymer (EPDM) or butyl (IIR), intended for use in preventing water under hydrostatic pressure from entering a structure.
1.2 The tests and property limits used to characterize these sheets are specific for each classification and are minimum values to make the product fit for its intended purpose.

General Information

Status
Historical
Publication Date
14-Jul-2006
ICS
83.140.99 - Other rubber and plastics products
Technical Committee
D08 - Roofing and Waterproofing
Drafting Committee
D08.18 - Nonbituminous Organic Roof Coverings
Current Stage
Ref Project

Relations

Replaces
ASTM D6134-97 - Standard Specification for Vulcanized Rubber Sheets Used in Waterproofing Systems
Effective Date
15-Jul-2006
Replaced By
ASTM D6134-07 - Standard Specification for Vulcanized Rubber Sheets Used in Waterproofing Systems
Effective Date
01-Jul-2007
Referred By
ASTM C898/C898M-09(2017) - Standard Guide for Use of High Solids Content, Cold Liquid-Applied Elastomeric Waterproofing Membrane with Separate Wearing Course
Effective Date
15-Jul-2006

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ASTM D6134-97(2006) - Standard Specification for Vulcanized Rubber Sheets Used in Waterproofing SystemsASTM D6134-97(2006) - Standard Specification for Vulcanized Rubber Sheets Used in Waterproofing Systems
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ASTM D6134-97(2006) - Standard Specification for Vulcanized Rubber Sheets Used in Waterproofing Systems
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NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.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 6134 – 97 (Reapproved 2006)
Standard Specification for
Vulcanized Rubber Sheets Used in Waterproofing Systems
This standard is issued under the fixed designation D 6134; 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 E 154 Test Methods for Water Vapor Retarders Used in
Contact with Earth Under Concrete Slabs, on Walls, or as
1.1 This specification covers unreinforced vulcanized rub-
Ground Cover
ber sheets made from ethylene propylene diene terpolymer
(EPDM) or butyl (IIR), intended for use in preventing water
3. Classification
under hydrostatic pressure from entering a structure.
3.1 Types used to identify the principal polymer component
1.2 The tests and property limits used to characterize these
of the sheet include:
sheets are specific for each classification and are minimum
TypeI:EthylenePropyleneDieneTerpolymer(EPDM);and,
values to make the product fit for its intended purpose.
Type II: Butyl (IIR)
2. Referenced Documents 3.2 Themasspercentageoftheprincipalpolymerinrelation
2 to the total polymer shall be greater than 95 %.
2.1 ASTM Standards:
D 412 Test Methods for Vulcanized Rubber and Thermo-
4. Materials and Manufacture
plastic Elastomers—Tension
4.1 The sheet shall be formulated from the appropriate
D 471 Test Method for Rubber Property—Effect of Liquids
polymers and other compounding ingredients. The principle
D 573 Test Method for Rubber—Deterioration in an Air
polymer used in the sheet shall be one of those listed in 3.1 in
Oven
accordance with the percentage listed in 3.2.
D 624 Test Method for Tear Strength of Conventional
4.2 The sheet shall be capable of being bonded to itself for
Vulcanized Rubber and Thermoplastic Elastomers
making field splices and repairs, and the manufacturer shall
D 746 Test Method for Brittleness Temperature of Plastics
recommend bonding methods and materials.
and Elastomers by Impact
D 816 Test Methods for Rubber Cements
5. Physical Requirements
D 1204 Test Method for Linear Dimensional Changes of
5.1 The sheet shall conform to the physical requirements
Nonrigid Thermoplastic Sheeting or Film at Elevated
prescribed in Table 1. Other requirements shall be agreed upon
Temperature
between the purchaser and the supplier.
D 2240 Test Method for Rubber Property—Durometer
Hardness
6. Dimensions and Permissible Variations
D 3083 Specification for Flexible Poly(Vinyl Chloride)
6.1 The width and length of the sheet shall be agreed upon
Plastic Sheeting for Pond, Canal, and Reservoir Lining
between the purchaser and the supplier. The width and length
E 96/E 96M Test Methods for Water Vapor Transmission of
tolerance shall be +3, 0 %.
Materials
6.2 Sheet thickness greater than the minimum shall be
agreed upon between the purchaser and the supplier. The
thickness tolerance shall be +15, –10 % of the specified
This specification is under the jurisdiction of ASTM Committee D08 on
thickness, but in no case shall the thickness be less than the
Roofing and Waterproofing and is the direct responsibility of Subcommittee D08.18
minimum listed in Table 1.
on Nonbituminous Organic Roof Coverings.
Current edition approved July 15, 2006. Published July 2006. Originally
7. Workmanship, Finish, and Appearance
approved in 1997. Last previous edition approved in 1997 as D 6134 – 97.
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
7.1 The sheet, including factory seams if present, shall be
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
watertight and visually free of pinholes, particles of foreign
Standards volume information, refer to the standard’s Document Summary page on
matter, undispersed raw material, or other manufacturing
the ASTM website.
Withdrawn. defects that might affect serviceability. If irregularities in the
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
D 6134 – 97 (2006)
TABLE 1 Physical Requirements for Vulcanized Rubber Sheets
8.9 FactorySeamStrength—SeeMethodsofTestingD 816,
III Modified Method B, 1-in. wide, 2.0-in./min.
8.10 Water Vapor Permeance—See Test Methods E 96,
Type EPDM Butyl
Thickness, min, mm (in.) 1.37 (0.054) 1.37 (0.054)
Procedure B.W. Relative Humidity of 45 % at 73 6 4°F.
Hardness, durometer A 60 6 10 60 6 10
8.11 Hardne
...

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ASTM D6134/D6134M-07(2024)(Specification)
Standard Specification for Vulcanized Rubber Sheets Used in Waterproofing Systems

ABSTRACT
This specification covers unreinforced vulcanized rubber sheets made from ethylene propylene diene terpolymer (EPDM) or butyl (IIR), intended for use in preventing water under hydrostatic pressure from entering a structure. The tests and property limits used to characterize these sheets are specific for each classification and are minimum values to make the product fit for its intended purpose. Types used to identify the principal polymer component of the sheet include: type I - ethylene propylene diene terpolymer, and type II - butyl. The sheet shall be formulated from the appropriate polymers and other compounding ingredients. The thickness, tensile strength, elongation, tensile set, tear resistance, brittleness temperature, and linear dimensional change shall be tested to meet the requirements prescribed. The water absorption, factory seam strength, water vapour permeance, hardness durometer, resistance to soil burial, resistance to heat aging, and resistance to puncture shall be tested to meet the requirements prescribed.
SCOPE
1.1 This specification covers unreinforced vulcanized rubber sheets made from ethylene propylene diene terpolymer (EPDM) or butyl (IIR), intended for use in preventing water under hydrostatic pressure from entering a structure.  
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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 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.  
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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4.1 This guide is divided into two sections which provide design and specification guidelines for the use of a cold liquid-applied elastomeric membrane with integral wearing surface for waterproofing building decks in building areas to be occupied by personnel, vehicles, or equipment.  
4.2 The intent of Sections 5 – 11, Design Considerations, is to provide information and design guidelines where a waterproofing membrane with integral wearing surface is to be used. The intent of the remaining sections is to provide minimum guide specifications for the use of the purchaser and the seller in contract documents.  
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SCOPE
1.1 This guide describes the design and installation of cold liquid-applied elastomeric waterproofing membrane systems that have an integral wearing surface. The cold liquid-applied elastomeric waterproofing membrane (membrane) to which this guide refers is specified in Specification C957/C957M.  
1.2 Concrete Slab-on-Grade—Waterproofing the upper surface of a concrete slab-on-grade presents special problems due to the possibility of negative hydrostatic pressure causing loss of bond to the substrate. Consideration of these problems is beyond the scope of this guide. Consult the membrane manufacturer for recommendations when this situation exists.  
1.3 The committee having jurisdiction for this guide is not aware of any similar ISO standard.  
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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. For specific hazard statements, see 15.4.  
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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ABSTRACT
This specification covers unreinforced vulcanized rubber sheets made from ethylene propylene diene terpolymer (EPDM) or butyl (IIR), intended for use in preventing water under hydrostatic pressure from entering a structure. The tests and property limits used to characterize these sheets are specific for each classification and are minimum values to make the product fit for its intended purpose. Types used to identify the principal polymer component of the sheet include: type I - ethylene propylene diene terpolymer, and type II - butyl. The sheet shall be formulated from the appropriate polymers and other compounding ingredients. The thickness, tensile strength, elongation, tensile set, tear resistance, brittleness temperature, and linear dimensional change shall be tested to meet the requirements prescribed. The water absorption, factory seam strength, water vapour permeance, hardness durometer, resistance to soil burial, resistance to heat aging, and resistance to puncture shall be tested to meet the requirements prescribed.
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1.1 This specification covers unreinforced vulcanized rubber sheets made from ethylene propylene diene terpolymer (EPDM) or butyl (IIR), intended for use in preventing water under hydrostatic pressure from entering a structure.  
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ASTM D5364-14(2024)(Guide)
Standard Guide for Design, Fabrication, and Erection of Fiberglass Reinforced (FRP) Plastic Chimney Liners with Coal-Fired Units

SIGNIFICANCE AND USE
4.1 This guide provides information, requirements and recommendations for design professionals, fabricators, installers and end-users of FRP chimney liners. FRP is a cost-effective and appropriate material of construction for liners operating at moderate temperatures in a corrosive chemical environment.  
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1.1 This guide offers direction and guidance to the user concerning available techniques and methods for design, material selection, fabrication, erection, inspection, confirmatory testing, quality control and assurance.  
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1.8 Appendix X1 includes research and development subjects to further support recommendations of this guide.  
1.9 Disclaimer—The reader is cautioned that independent professional judgment must be exercised when data or recommendations set forth in this guide are applied. The publication of the material contained herein is not intended as a representation or warranty on the part of ASTM that this information is suitable for general or particular use, or freedom from infringement of any patent or patents. Anyone making use of this information assumes all liability arising from such use. The design of structures is within the scope of expertise of a licensed architect, structural engineer, or other licensed professional for the application of principles to a particular structure.  
Note 1: There is no known ISO equivalent to this standard.  
1.10 The values stated in inch-pound units are to be regarded as standard. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered standard.  
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Scope and Objective  
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Referenced Documents  
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ACI Standard  
2.2  
NFPA Standard  
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SCOPE
1.1 This test method covers prediction of the heat buildup in rigid and flexible PVC building products above ambient air temperature, relative to black, which occurs due to absorption of the sun's energy.  
Note 1: This test method is expected to be applicable to all types of colored plastics. The responsible subcommittee intends to broaden the scope beyond PVC when data on other materials is submitted for review.
Note 2: There are no ISO standards covering the primary subject matter of this test method.  
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1.3 Rigid PVC exterior profiles for fencing are covered in Specification F964.  
1.4 Rigid PVC siding profiles are covered in Specification D3679.  
1.5 Rigid PVC soffit profiles are covered in Specification D4477.  
1.6 Rigid PVC and Rigid CPVC plastic building products compounds are covered in Specification D4216.  
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1.8 Units—The values stated in inch-pound units are to be regarded as the standard. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered standard.  
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ASTM D2659-16(2023)(Test Method)
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4.1 Column crush tests only provide information about the crush properties of blown thermoplastic containers when employed under conditions approximating those under which the tests are conducted.  
4.2 The column crush properties include the crushing yield load, deflection at crushing yield load, crushing load at failure, and apparent crushing stiffness. Blown thermoplastic containers made from materials that possess a low order of ductility can fail in crushing by brittle fracture. In such cases, the crushing yield load is equivalent to the crushing load at failure. Blown thermoplastic containers made of ductile materials do not always exhibit a crushing load at failure although they will normally provide a crushing yield load value.  
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SCOPE
1.1 This test method covers the determination of mechanical properties of blown thermoplastic containers, whether blown commercially or in the laboratory, loaded under columnar crush conditions at a constant rate of compressive deflection.
Note 1: Although this test method was developed specifically for blow-molded containers, the general procedure can also be applied to containers of suitable geometries produced by other means, for example, thermoforming, injection molding, etc.  
1.2 The values stated in SI units are to be regarded as the standard.  
Note 2: There is no known ISO equivalent to this standard.  
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ASTM D2561-17(2023)(Test Method)
Standard Test Method for Environmental Stress-Crack Resistance of Blow-Molded Polyethylene Containers

SIGNIFICANCE AND USE
5.1 When properly used, these procedures serve to isolate such factors as material, blow-molding conditions, post-treatment, and so forth, on the stress-crack resistance of the container.  
5.2 Environmental stress cracking of blow-molded containers is governed by many factors. Since variance of any of these factors can change the environmental stress-crack resistance of the container, the test results are representative only of a given test performed under defined conditions in the laboratory. The reproducibility of results between laboratories on containers made on more than one machine from more than one mold has not been established.  
5.3 Results can be used for estimating the shelf life of blow-molded containers in terms of their resistance to environmental stress cracking provided this is done against a rigorous background of practical field experience and reproducible test data.
SCOPE
1.1 Under certain conditions of stress, and in the presence of environments such as soaps, wetting agents, oils, or detergents, blow-molded polyethylene containers exhibit mechanical failure by cracking at stresses appreciably below those that would cause cracking in the absence of these environments.  
1.2 This test method measures the environmental stress crack resistance of blow-molded containers, which is the summation of the influence of container design, resin, blow-molding conditions, post treatment, or other factors that can affect this property. Three procedures are provided as follows:  
1.2.1 Procedure A, Stress-Crack Resistance of Containers to Potential Stress-cracking Liquids—This procedure is particularly useful for determining the effect of container design on stress-crack resistance or the stress-crack resistance of a proposed container that contains a liquid product.  
1.2.2 Procedure B, Stress-Crack Resistance of a Specific Container to Polyoxyethylated Nonylphenol (CAS 68412-54-4), a Stress-Cracking Agent—The conditions of test described in this procedure are designed for testing containers made from Class 3 polyethylene Specification D4976. Therefore, this procedure is recommended for containers made from Class 3 polyethylene only. This procedure is particularly useful for determining the effect of resin on the stress-crack resistance of the container.  
1.2.3 Procedure C, Controlled Elevated Pressure Stress-Crack Resistance of a Specific Container to Polyoxyethylated Nonylphenol (CAS 68412-54-4), a Stress-Cracking Agent—The internal pressure is controlled at a constant elevated level.
Note 1: There are environmental concerns regarding the disposal of Polyoxyethylated Nonylphenol (Nonylphenoxy poly(ethyleneoxy) ethanol (CAS 68412-54-4), for example, Igepal CO-630). Users are advised to consult their supplier or local environmental office and follow the guidelines provided for the proper disposal of this chemical.  
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1.4 The values stated in SI units are to be regarded as standard.  
Note 2: There is no known ISO equivalent to this standard.  
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SIGNIFICANCE AND USE
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SCOPE
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Standard Test Method for Drop Impact Resistance of Blow-Molded Thermoplastic Containers

SIGNIFICANCE AND USE
5.1 These procedures provide a means to assess the drop impact resistance of the group or lot of blown containers from which the test specimens were selected.  
5.2 It is acceptable to use these procedures for routine inspection purposes.  
5.3 These procedures will evaluate the combined effect of construction, materials, and processing conditions on the impact resistance of the blown containers.  
5.4 Before proceeding with this test method, reference the specification of the material being tested. Any test specimen preparation, conditioning, dimensions, or testing parameters, or combination thereof, covered in the materials specification shall take precedence over those mentioned in this test method. If there are no material specifications, then the default conditions apply.
SCOPE
1.1 This test method provides a means to assess the drop impact resistance of water-filled, blow-molded thermoplastic containers, which is a summation of the effects of material, manufacturing conditions, container design, and perhaps other factors.  
1.2 Two procedures are provided as follows:  
1.2.1 Procedure A, Static Drop Height Method—This procedure is particularly useful for quality control since it is quick.  
1.2.2 Procedure B, Bruceton Staircase Method—This procedure is used to determine the mean failure height and the standard deviation of the distribution.  
1.3 The values stated in SI units are to be regarded as standard. The inch-pound units given in parentheses are for information only.  
Note 1: There is no known ISO equivalent to this standard.  
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.

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  • Standard
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    English language
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