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ASTM F2922-13e1

(Specification)

Standard Specification for Polyethylene (PE) Corrugated Wall Stormwater Collection Chambers

Standard Specification for Polyethylene (PE) Corrugated Wall Stormwater Collection Chambers

ABSTRACT
This specification covers requirements, test methods, materials, and marking for polyethylene (PE), open bottom, buried arch-shaped chambers of corrugated wall construction used for collection, detention, and retention of stormwater runoff. These collection chambers can be used as commercial, residential, agricultural, and highway drainage, including installation under parking lots and roadways. This specification indicates the classifications, tolerances, and dimensions of the chambers. It also lists the test methods that examine the physical and mechanical properties of finished chambers.
SCOPE
1.1 This specification covers requirements, test methods, materials, and marking for polyethylene (PE), open bottom, buried arch-shaped chambers of corrugated wall construction used for collection, detention, and retention of stormwater runoff. Applications include commercial, residential, agricultural, and highway drainage, including installation under parking lots and roadways.  
1.2 Chambers are produced in arch shapes with dimensions based on chamber rise, chamber span, and wall stiffness. Chambers are manufactured with integral feet that provide base support. Chambers may include perforations to enhance water flow. Chambers must meet test requirements for arch stiffness, flattening, and accelerated weathering.  
1.3 Analysis and experience have shown that the successful performance of this product depends upon the type and depth of bedding and backfill, and care in installation. This specification includes requirements for the manufacturer to provide chamber installation instructions to the purchaser.  
1.4 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.  
1.5 The following safety hazards caveat pertains only to the test method portion, Section 6, of this specification:
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.

General Information

Status
Historical
Publication Date
31-Oct-2013
ICS
91.120.99 - Other standards related to protection of and in buildings
Technical Committee
F17 - Plastic Piping Systems
Drafting Committee
F17.65 - Land Drainage
Current Stage
Ref Project

Relations

Replaces
ASTM F2922-13 - Standard Specification for Polyethylene (PE) Corrugated Wall Stormwater Collection Chambers
Effective Date
01-Nov-2013
Replaced By
ASTM F2922-13(2018) - Standard Specification for Polyethylene (PE) Corrugated Wall Stormwater Collection Chambers
Effective Date
15-Feb-2018

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ASTM F2922-13e1 - Standard Specification for Polyethylene (PE) Corrugated Wall Stormwater Collection ChambersASTM F2922-13e1 - Standard Specification for Polyethylene (PE) Corrugated Wall Stormwater Collection Chambers
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ASTM F2922-13e1 - Standard Specification for Polyethylene (PE) Corrugated Wall Stormwater Collection Chambers
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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
´1
Designation:F2922 −13
Standard Specification for
Polyethylene (PE) Corrugated Wall Stormwater Collection
1
Chambers
This standard is issued under the fixed designation F2922; 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
ε NOTE—5.3.8 and 5.3.9 were editorially corrected in December 2013.
1. Scope* 2. Referenced Documents
2
2.1 ASTM Standards:
1.1 This specification covers requirements, test methods,
D618 Practice for Conditioning Plastics for Testing
materials, and marking for polyethylene (PE), open bottom,
D1600 Terminology forAbbreviatedTerms Relating to Plas-
buried arch-shaped chambers of corrugated wall construction
tics
used for collection, detention, and retention of stormwater
D2122 Test Method for Determining Dimensions of Ther-
runoff. Applications include commercial, residential,
moplastic Pipe and Fittings
agricultural, and highway drainage, including installation un-
D2412 Test Method for Determination of External Loading
der parking lots and roadways.
Characteristics of Plastic Pipe by Parallel-Plate Loading
D2990 Test Methods for Tensile, Compressive, and Flexural
1.2 Chambers are produced in arch shapes with dimensions
Creep and Creep-Rupture of Plastics
based on chamber rise, chamber span, and wall stiffness.
D3350 Specification for Polyethylene Plastics Pipe and Fit-
Chambersaremanufacturedwithintegralfeetthatprovidebase
tings Materials
support. Chambers may include perforations to enhance water
D4329 Practice for Fluorescent Ultraviolet (UV) Lamp Ap-
flow. Chambers must meet test requirements for arch stiffness,
paratus Exposure of Plastics
flattening, and accelerated weathering.
D4703 Practice for Compression Molding Thermoplastic
1.3 Analysis and experience have shown that the successful
Materials into Test Specimens, Plaques, or Sheets
performance of this product depends upon the type and depth D6992 Test Method for Accelerated Tensile Creep and
of bedding and backfill, and care in installation. This specifi- Creep-Rupture of Geosynthetic Materials Based on Time-
Temperature Superposition Using the Stepped Isothermal
cation includes requirements for the manufacturer to provide
Method
chamber installation instructions to the purchaser.
F412 Terminology Relating to Plastic Piping Systems
1.4 The values stated in inch-pound units are to be regarded
F2136 Test Method for Notched, Constant Ligament-Stress
as standard. The values given in parentheses are mathematical
(NCLS) Test to Determine Slow-Crack-Growth Resis-
conversions to SI units that are provided for information only
tance of HDPE Resins or HDPE Corrugated Pipe
and are not considered standard.
F2787 Practice for Structural Design of Thermoplastic Cor-
rugated Wall Stormwater Collection Chambers
1.5 The following safety hazards caveat pertains only to the
test method portion, Section 6, of this specification:This
3. Terminology
standard does not purport to address all of the safety concerns,
3.1 Definitions—Definitions used in this specification are in
if any, associated with its use. It is the responsibility of the user
accordance with the definitions in Terminology F412, and
of this standard to establish appropriate safety and health
abbreviations are in accordance with Terminology D1600,
practices and determine the applicability of regulatory limita-
unless otherwise indicated.
tions prior to use.
3.2 Definitions of Terms Specific to This Standard:
3.2.1 chamber—an arch-shaped structure manufactured of
thermoplastic with an open-bottom that is supported on feet
1
This specification is under the jurisdiction ofASTM Committee F17 on Plastic
Piping Systems and is the direct responsibility of Subcommittee F17.65 on Land
2
Drainage. For referenced ASTM standards, visit the ASTM website, www.astm.org, or
Current edition approved Nov. 1, 2013. Published December 2013. Originally contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
ε1
approved in 2012. Last previous edition approved in 2012 as F2922-12 . DOI: Standards volume information, refer to the standard’s Document Summary page on
10.1520/F2922–13E01. 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 ----------------------
´1
F2922−13
and may be joined into rows that begin with, and are termi- 3.2.14 valley—the element of a corrugated wall located at
nated by, end caps (see Fig. 1). the interior surface of the chamber wall, spanning between two
webs (see Fig. 2).
3.2.2 cham
...

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Standard Specification for Polyethylene (PE) Corrugated Wall Stormwater Collection Chambers

ABSTRACT
This specification covers requirements, test methods, materials, and marking for polyethylene (PE), open bottom, buried arch-shaped chambers of corrugated wall construction used for collection, detention, and retention of stormwater runoff. These collection chambers can be used as commercial, residential, agricultural, and highway drainage, including installation under parking lots and roadways. This specification indicates the classifications, tolerances, and dimensions of the chambers. It also lists the test methods that examine the physical and mechanical properties of finished chambers.
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1.1 This specification covers requirements, test methods, materials, and marking for polyethylene (PE), open bottom, buried arch-shaped chambers of corrugated wall construction used for collection, detention, and retention of stormwater runoff. Applications include commercial, residential, agricultural, and highway drainage, including installation under parking lots and roadways.  
1.2 Chambers are produced in arch shapes with dimensions based on chamber rise, chamber span, and wall stiffness. Chambers are manufactured with integral feet that provide base support. Chambers may include perforations to enhance water flow. Chambers must meet test requirements for arch stiffness, flattening, and accelerated weathering.  
1.3 Analysis and experience have shown that the successful performance of this product depends upon the type and depth of bedding and backfill, and care in installation. This specification includes requirements for the manufacturer to provide chamber installation instructions to the purchaser.  
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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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4.1 Exterior wall systems require time to design, fabricate, construct and test. Mockups are generally a full-size representative portion of the proposed exterior wall system built to study proposed construction details, test for performance, and in some cases judge appearance of the exterior wall system. The project schedule shall allow time to design, construct, and test the pre-construction mockup and to implement any design changes, fabrication changes, or modifications of planned construction procedures, before construction of the exterior wall system commences.  
4.2 Performance testing of pre-construction mockups verifies compliance with specified standards and design criteria. Performance tests in separate ASTM or other industry standards, are intended to represent the effects of environmental conditions, such as wind, rain, and temperature extremes. The tests provide a measure of the performance of the proposed exterior wall system under specific and controlled conditions. The specified design and specification of the pre-construction mockup must be appropriate for the performance test requirements. Separate tests may be required for individual mockup materials or components.  
4.3 Pre-construction mockup specimens require input from Specifier, Builder, and Test Agency. Coordination of their efforts facilitates this process. Documentation should convey the results of preconstruction mockups from one party to others at appropriate stages in the process.  
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1.1 This standard practice covers procedures and documentation to assist in the specification and evaluation of pre-construction laboratory mockups of exterior wall systems.  
1.2 This standard practice addresses design and construction of the mockup, observation during mockup construction and testing, evaluation of the mockup test results, and documentation of the mockup and testing process. Coordination is required between the parties involved in the design, construction, and testing of the mockup to facilitate this process. Documentation should convey the results of pre-construction mockups from one party to others at appropriate stages in the process.  
1.3 This standard practice recommends the selection and order of individual tests performed on the mockup in the absence of a specific test order.  
1.4 This standard practice recommends a protocol for exchange of information between participants in the pre-construction mockup process.  
1.5 Responsibility for specific activities is recommended by this practice. This practice is intended to provide a default structure in the absence of the assignment of specific responsibilities by the specifying authority.  
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Standard Practices for Air Leakage Site Detection in Building Envelopes and Air Barrier Systems

SIGNIFICANCE AND USE
5.1 Air infiltration into the conditioned space of a building accounts for a significant portion of the thermal space condition load. Air infiltration can affect occupant comfort by producing drafts, cause indoor air quality problems by carrying outdoor pollutants into occupied building space and, in hot humid climates, can deposit moisture in the building envelope resulting in deterioration of building envelope components. In cold climates, exfiltration of conditioned air out of a building can deposit moisture in the building envelope causing deterioration of building envelope components. Differential pressure across the building envelope and the presence of air leakage sites cause air infiltration and exfiltration (1).4  
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5.3 Where practices require controlled flow direction, forced pressurization or depressurization shall be used.
Note 2: Forced air leakage is required because air leakage sites are often difficult to locate because air flows may be small under the prevailing weather conditions. Wind conditions can aid in air leakage detection by forcing air to enter a building; however, where air is exiting, the building envelope construction may make observations difficult.  
5.4 The techniques for air leakage site detection covered in these practices allow for a wide range of flexibility in the choice of techniques that are best suited for detecting various types of air leakage sites in specific situations.  
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1.2 Individual practices provide advantages for specific applications.  
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1.4 The practices described are of a qualitative nature in determining the air leakage sites rather than determining quantitative leakage rates.  
1.5 The values stated in SI units are to be regarded as standard. No other units of measurement are included in this standard.  
1.6 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 Section 6.  
1.7 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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This specification provides the general physical and mechanical requirements for liquid-applied exterior solar radiation control coatings designed for exterior application on buildings or other structures for the purpose of reducing thermal loads on buildings by reflecting solar radiation from roofs and walls. The specification also includes the testing procedures by which the acceptability of the material may be determined. The physical and mechanical properties to which the coatings shall be tested and accordingly adhere to are total solid weight, solid volume, solar reflectance, infrared emittance, elongation, adhesion, water vapor permeance, flame retardancy, fungi resistance, water absorption, cured sample thickness, and outdoor durability.
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5.1 The purpose of the methods, systems, and designs described in this practice is to reduce radiation exposures for occupants of residential buildings caused by radon and its progeny. The goal of mitigation is to maintain reduced radon concentrations in occupiable areas of buildings at levels as low as reasonably achievable. This practice includes sections on reducing radiation exposure caused by radon and its progeny for workers who install and repair radon mitigation systems. The goal for workers is to reduce exposures to radon and its progeny to levels as low as reasonably achievable.  
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1.5 This practice also is intended as a model set of practices, which can be adopted or modified by state and local jurisdictions, to fulfill objectives of their specific radon contractor certification or licensure programs. Radon mitigation performed in accordance with this practice is considered ordinary repair.  
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4.1 In this practice it is recognized that effectiveness, safety, and durability of an RBS depends not only on the quality of the materials, but also on proper installation.  
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4.3 This practice provides direction for the installation of RBS products in a safe and effective manner. Actual conditions in existing buildings vary greatly and care shall be taken to ensure safe and effective installation.  
4.4 In this practice, requirements are presented that are both general and specific in nature and practical. They are not intended as specific instructions unless so indicated. The user shall consult the manufacturer for application and installation methods. The requirements in this practice shall be the minimum material and installation requirements for RBS.
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1.1 This practice has been prepared for use by the designer, specifier, builder, and the installer of radiant barrier systems (RBS) for use in commercial/industrial building construction not otherwise restricted from use. The scope is limited to instruction relative to the use and installation of RBS, including a surface(s) normally having an emittance of 0.1 or less, such as metallic foil or metallic foil deposits, mounted on substrates. Some examples that this practice is intended to address include: (1) low-emittance surfaces in vented building envelope cavities intended to retard radiant transfer across the airspace: (2) low-emittance surfaces at interior building surfaces intended to retard radiant transfer to, or from, building inhabitants; and (3) low-emittance surface at interior building surfaces intended to reduce radiant transfer to, or from, radiant heating or cooling systems.  
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1.4 This practice assumes that the installer possesses a good working knowledge of the applicable codes and regulations, safety practices, tools, equipment, and methods necessary for installation of radiant barrier materials. It also assumes that the installer understands the fundamentals of commercial/industrial building construction that affect the installation of RBS.  
1.5 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.  
1.6 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 precautionary statements see Sections 5 and 7.  
1.7 When the installation or use of radiant barrier materials, accessories, and systems has the potential to pose safety or health problems, the manufacturer shall provide the user appropriate current information regarding any known problems associated with the use of the product of the company and shall also specify protective measures.  
1.8 This international standard was developed in accordance with inte...

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Standard Practice for Installation and Use of Radiant Barrier Systems (RBS) in Residential Building Construction

SIGNIFICANCE AND USE
4.1 In this practice it is recognized that effectiveness, safety, and durability of an RBS depends not only on the quality of the materials, but also on proper installation.  
4.2 Improper installation of an RBS will reduce the thermal effectiveness, cause fire risks and other unsafe conditions, and promote deterioration of the structure in which it is installed. Improper installations include fires caused by: (1) heat buildup in recessed lighting fixtures, (2) deterioration or failure of electrical wiring components, and (3) deterioration in wood structures and paint failure as a result of moisture accumulation.  
4.3 This practice provides directions for the installation of RBS products in a safe and effective manner. Actual conditions in existing buildings vary greatly and care shall be taken to ensure safe and effective installation.  
4.4 In this practice requirements are presented that are both general and specific in nature and practical. They are not intended as specific instructions unless so indicated. The user shall consult the manufacturer for recommended application and installation methods. The requirements in this practice shall be the minimum material and installation requirements for RBS.
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1.1 This practice has been prepared for use by the designer, specifier, builder, and the installer of radiant barrier systems (RBS) for use in (multi- and single-family) residential building construction, not otherwise restricted from use. The scope is limited to instructions relative to the use and installation of RBS, including a surface(s) normally having an emittance of 0.1 or less, such as metallic foil or metallic foil deposits, mounted on substrates. Some examples that this practice is intended to address include: (1) low-emittance surfaces in vented building envelope cavities intended to retard radiant transfer across the airspace: (2) low-emittance surfaces at interior building surfaces intended to retard radiant transfer to, or from, building inhabitants; and (3) low-emittance surface at interior building surfaces intended to reduce radiant transfer to, or from, radiant heating or cooling systems.  
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1.7 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 Specification for Polyethylene (PE) Corrugated Wall Stormwater Collection Chambers

ABSTRACT
This specification covers requirements, test methods, materials, and marking for polyethylene (PE), open bottom, buried arch-shaped chambers of corrugated wall construction used for collection, detention, and retention of stormwater runoff. These collection chambers can be used as commercial, residential, agricultural, and highway drainage, including installation under parking lots and roadways. This specification indicates the classifications, tolerances, and dimensions of the chambers. It also lists the test methods that examine the physical and mechanical properties of finished chambers.
SCOPE
1.1 This specification covers requirements, test methods, materials, and marking for polyethylene (PE), open bottom, buried arch-shaped chambers of corrugated wall construction used for collection, detention, and retention of stormwater runoff. Applications include commercial, residential, agricultural, and highway drainage, including installation under parking lots and roadways.  
1.2 Chambers are produced in arch shapes with dimensions based on chamber rise, chamber span, and wall stiffness. Chambers are manufactured with integral feet that provide base support. Chambers may include perforations to enhance water flow. Chambers must meet test requirements for arch stiffness, flattening, and accelerated weathering.  
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SIGNIFICANCE AND USE
4.1 This guide provides a method to determine the thermal performance of low-density blanket-type insulation. It may be used for the purposes of quality assurance, certification, or research.  
4.2 The thermal resistance of low-density insulation depends significantly on the density, the thickness, and thermal conductivity. Typical low-density, mineral-fiber insulation for buildings may vary in density from one specimen to the next.  
4.3 Thermal tests are time-consuming in comparison with density and thickness measurements. Low-density insulation material is produced in large quantities. A typical lot would be a truckload or the amount necessary to insulate a house.  
4.4 The relatively low unit cost of this product and the relatively high cost of thermal resistance testing makes it cost-effective to test only a small percentage of the product area. It is recommended that there be a determination of the density that is representative of a lot by the measurement of the average density of a statistically representative sampling.  
4.5 A fewer number of thermal measurements are then made to determine the apparent thermal conductivity at the previously determined representative density. The essential significance of this guide is that a large lot of variable material is best characterized by: (a) determining the representative density, and by (b) determining the thermal property at this representative density with a small number of thermal measurements.  
4.6 Building insulation products are commonly manufactured in thicknesses ranging from 19 to 330 mm (0.75 to 13 in.) inclusive. Experimental work has verified that there is a dependence of λapp on thickness for some low density materials.  
4.7 The upper limit of test thickness for specimens evaluated using Test Methods C177, C518, and C1114 is established based upon the apparatus design, overall dimensions, expected thermal resistivity level and desired target accuracy. The testing organization is responsible f...
SCOPE
1.1 This guide describes the calculation and interpolation of a thermal resistance value for low-density blanket-type insulation material at a particular density and thickness having been selected as representative of the product. It requires measured values of this average density and thickness, as well as apparent thermal conductivity values determined by either Test Method C177, C518, or C1114.  
1.2 This guide applies to a density range for mineral-fiber material of roughly 6.4 to 48 kg/m3  (0.4 to 3.0 lb/ft3). It is primarily intended to apply to low-density, mineral-fiber mass insulation batts and blankets, exclusive of any membrane facings. Apparent thermal conductivity data for these products are commonly reported at a mean temperature of 23.9°C (75°F) and a hot-to-cold plate temperature difference of 27.8°C (50°F) or 22.2°C (40°F).  
1.3 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.

  • Guide
    6 pages
    English language
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  • Guide
    6 pages
    English language
    sale 15% off