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ASTM F1499-22

(Specification)

Standard Specification for Coextruded Composite Drain, Waste, and Vent Pipe (DWV)

Standard Specification for Coextruded Composite Drain, Waste, and Vent Pipe (DWV)

ABSTRACT
This specification covers co extruded composite drain, waste, and vent pipe (DWV). The pipe is produced in Schedule 40 IPS sizes by a co extrusion die system, in which the concentric layers are formed and combined before exiting the die. Coextruded composite drain, waste, and vent pipe, DWV, by definition, is permitted to be produced with two or more layers. The outer layer shall be ABS. The middle layer is permitted to be thermally foamed PVC or solid PVC or a blend of rework material, as specified. The inner layer is permitted to be solid PVC or ABS, or a blend of rework material as specified. The basic material used for pipes is a virgin compound which is used in the outer layer of co extruded composite drain, waste, and vent pipe or (DWV). It shall contain pigments or screening agents to provide protection against UV radiation. Different tests and measurements shall be conducted in order to determine the following properties of pipes: outside diameter, wall thickness, length, pipe flattening, pipe stiffness, impact strength, and bond. The inside and outside surfaces of pipe produced shall be free of chalking, sticky, or tacky material. The surfaces shall be free of excessive bloom. Bloom or chalking may develop in pipe exposed to direct rays of the sun (ultraviolet radiant energy) for extended periods and consequently, these requirements do not apply to pipe after extended exposure to direct rays of the sun. The inside and outside surfaces of pipe shall be free of foreign inclusion or other defects that re visible to the naked eye, and may affect the wall integrity.
SCOPE
1.1 This specification covers coextruded composite drain, waste, and vent pipe (DWV). The pipe is produced in Schedule 40 IPS sizes by a coextrusion die system, in which the concentric layers are formed and combined before exiting the die.  
1.1.1 Coextruded composite drain, waste, and vent pipe, DWV, by definition, is permitted to be produced with two or more layers. The outer layer shall be ABS. The middle layer is permitted to be thermally foamed PVC or solid PVC or a blend of rework material, as specified in the rework material section. The inner layer is permitted to be solid PVC or ABS, or a blend of rework material as specified in the rework material section.  
1.1.2 The function of this specification is to provide standardization of product, technical data, and serve as a purchasing guide.  
1.2 DWV is permitted to be produced utilizing a two layer or three layer coextrusion die.  
1.3 Materials that do not meet the requirements of the material section are excluded.  
1.4 Pipe produced to this specification is permitted to be joined using molded fittings meeting the requirements of Specification D2661 or Specification F628. The fitting patterns must comply with Specification D3311.  
1.5 Pipe produced to this specification is permitted to be perforated in accordance with any specified standard or by agreement between the purchaser and the supplier.  
1.6 Pipe produced to this specification is permitted to be belled for joining by solvent cementing or belled for joining by an elastomeric seal (gasket), in accordance with any specified standard or by agreement between the purchaser and the supplier.  
1.7 Recommendations for storage, joining, and installation are provided in Appendix X1, Appendix X2, and Appendix X3, respectively.  
1.8 The values stated in inch-pound units are to be regarded as the standard. The SI units given in parentheses are for information only.  
1.9 The text of this specification references notes, footnotes, and appendixes which provide explanatory material. These notes and footnotes (excluding those in tables and figures) shall not be considered as requirements of this specification.  
Note 1: Specifications related to this specification are as follows: Specifications D2661, D2665, F628, and F891.  
1.10 The values stated in inch-pound units are to be regarded as standard. The values giv...

General Information

Status
Published
Publication Date
30-Jun-2022
ICS
93.030 - External sewage systems
Technical Committee
F17 - Plastic Piping Systems
Drafting Committee
F17.63 - DWV
Current Stage
Ref Project

Relations

Refers
ASTM D1784-20 - Standard Classification System and Basis for Specification for Rigid Poly(Vinyl Chloride) (PVC) Compounds and Chlorinated Poly(Vinyl Chloride) (CPVC) Compounds
Effective Date
15-Jan-2020
Refers
ASTM D2321-20 - Standard Practice for Underground Installation of Thermoplastic Pipe for Sewers and Other Gravity-Flow Applications
Effective Date
15-Mar-2020
Refers
ASTM F412-20 - Standard Terminology Relating to Plastic Piping Systems
Effective Date
01-Apr-2020
Refers
ASTM D2665-20 - Standard Specification for Poly(Vinyl Chloride) (PVC) Plastic Drain, Waste, and Vent Pipe and Fittings
Effective Date
01-Aug-2020

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ASTM F1499-22 - Standard Specification for Coextruded Composite Drain, Waste, and Vent Pipe (DWV)ASTM F1499-22 - Standard Specification for Coextruded Composite Drain, Waste, and Vent Pipe (DWV)
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REDLINE ASTM F1499-22 - Standard Specification for Coextruded Composite Drain, Waste, and Vent Pipe (DWV)REDLINE ASTM F1499-22 - Standard Specification for Coextruded Composite Drain, Waste, and Vent Pipe (DWV)
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Standards Content (Sample)

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.
Designation:F1499 −22 An American National Standard
Standard Specification for
1
Coextruded Composite Drain, Waste, and Vent Pipe (DWV)
This standard is issued under the fixed designation F1499; the number immediately following the designation indicates the year of
original adoption or, in the case of revision, the year of last revision.Anumber in parentheses indicates the year of last reapproval.A
superscript epsilon (´) indicates an editorial change since the last revision or reapproval.
1. Scope* 1.8 Thevaluesstatedininch-poundunitsaretoberegarded
as the standard. The SI units given in parentheses are for
1.1 This specification covers coextruded composite drain,
information only.
waste,andventpipe(DWV).ThepipeisproducedinSchedule
1.9 Thetextofthisspecificationreferencesnotes,footnotes,
40 IPS sizes by a coextrusion die system, in which the
concentric layers are formed and combined before exiting the and appendixes which provide explanatory material. These
notesandfootnotes(excludingthoseintablesandfigures)shall
die.
not be considered as requirements of this specification.
1.1.1 Coextruded composite drain, waste, and vent pipe,
DWV, by definition, is permitted to be produced with two or
NOTE 1—Specifications related to this specification are as follows:
more layers.The outer layer shall beABS.The middle layer is
Specifications D2661, D2665, F628, and F891.
permittedtobethermallyfoamedPVCorsolidPVCorablend
1.10 The values stated in inch-pound units are to be re-
of rework material, as specified in the rework material section.
garded as standard. The values given in parentheses are
TheinnerlayerispermittedtobesolidPVCorABS,orablend
mathematical conversions to SI units that are provided for
of rework material as specified in the rework material section.
information only and are not considered standard.
1.1.2 The function of this specification is to provide stan-
1.11 This standard does not purport to address all of the
dardization of product, technical data, and serve as a purchas-
safety concerns, if any, associated with its use. It is the
ing guide.
responsibility of the user of this standard to establish appro-
1.2 DWV is permitted to be produced utilizing a two layer
priate safety, health, and environmental practices and deter-
or three layer coextrusion die.
mine the applicability of regulatory limitations prior to use.
1.12 This international standard was developed in accor-
1.3 Materials that do not meet the requirements of the
dance with internationally recognized principles on standard-
material section are excluded.
ization established in the Decision on Principles for the
1.4 Pipe produced to this specification is permitted to be
Development of International Standards, Guides and Recom-
joined using molded fittings meeting the requirements of
mendations issued by the World Trade Organization Technical
SpecificationD2661orSpecificationF628.Thefittingpatterns
Barriers to Trade (TBT) Committee.
must comply with Specification D3311.
1.5 Pipe produced to this specification is permitted to be
2. Referenced Documents
perforated in accordance with any specified standard or by
2.1 The following standards contain provisions that, though
agreement between the purchaser and the supplier.
referenced in this specification, constitute provisions of this
1.6 Pipe produced to this specification is permitted to be specification. All standards are subject to revision and parties
belledforjoiningbysolventcementingorbelledforjoiningby using this specification, shall reference the most recent edition
an elastomeric seal (gasket), in accordance with any specified of the standards listed as follows:
2
standard or by agreement between the purchaser and the
2.2 ASTM Standards:
supplier.
D618Practice for Conditioning Plastics for Testing
1.7 Recommendations for storage, joining, and installation D696TestMethodforCoefficientofLinearThermalExpan-
sion of Plastics Between −30°C and 30°C with a Vitreous
are provided in Appendix X1, Appendix X2, and Appendix
Silica Dilatometer
X3, respectively.
D883Terminology Relating to Plastics
1
This specification is under the jurisdiction ofASTM Committee F17 on Plastic
2
Piping Systems and is the direct responsibility of Subcommittee F17.63 on DWV. For referenced ASTM standards, visit the ASTM website, www.astm.org, or
Current edition approved July 1, 2022. Published September 2022. Originally contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
published as approved in 1994. Last previous edition approved in 2017 as Standards volume information, refer to the standard’s Document Summary page on
F1499–17. DOI: 10.1520/F1499-22. the ASTM website.
*A Summary of Changes section appear
...

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: F1499 − 17 F1499 − 22 An American National Standard
Standard Specification for
1
Coextruded Composite Drain, Waste, and Vent Pipe (DWV)
This standard is issued under the fixed designation F1499; 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 specification covers coextruded composite drain, waste, and vent pipe (DWV). The pipe is produced in Schedule 40 IPS
sizes by a coextrusion die system, in which the concentric layers are formed and combined before exiting the die.
1.1.1 Coextruded composite drain, waste, and vent pipe, DWV, by definition, is permitted to be produced with two or more layers.
The outer layer shall be ABS. The middle layer is permitted to be thermally foamed PVC or solid PVC or a blend of rework
material, as specified in the rework material section. The inner layer is permitted to be solid PVC or ABS, or a blend of rework
material as specified in the rework material section.
1.1.2 The function of this specification is to provide standardization of product, technical data, and serve as a purchasing guide.
1.2 DWV is permitted to be produced utilizing a two layer or three layer coextrusion die.
1.3 Materials that do not meet the requirements of the material section are excluded.
1.4 Pipe produced to this specification is permitted to be joined using molded fittings meeting the requirements of Specification
D2661 or Specification F628. The fitting patterns must comply with Specification D3311.
1.5 Pipe produced to this specification is permitted to be perforated in accordance with any specified standard or by agreement
between the purchaser and the supplier.
1.6 Pipe produced to this specification is permitted to be belled for joining by solvent cementing or belled for joining by an
elastomeric seal (gasket), in accordance with any specified standard or by agreement between the purchaser and the supplier.
1.7 Recommendations for storage, joining, and installation are provided in Appendix X1, Appendix X2, and Appendix X3,
respectively.
1.8 The values stated in inch-pound units are to be regarded as the standard. The SI units given in parentheses are for information
only.
1.9 The text of this specification references notes, footnotes, and appendixes which provide explanatory material. These notes and
footnotes (excluding those in tables and figures) shall not be considered as requirements of this specification.
1
This specification is under the jurisdiction of ASTM Committee F17 on Plastic Piping Systems and is the direct responsibility of Subcommittee F17.63 on DWV.
Current edition approved Nov. 1, 2017July 1, 2022. Published December 2017September 2022. Originally published as approved in 1994. Last previous edition approved
in 20122017 as F1499 – 12.F1499 – 17. DOI: 10.1520/F1499-17.10.1520/F1499-22.
*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 ----------------------
F1499 − 22
NOTE 1—Specifications related to this specification are as follows: Specifications D2661, D2665, F628, and F891.
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.
1.11 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.
1.12 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.
2. Referenced Documents
2.1 The following standards contain provisions that, though referenced in this specification, constitute provisions of this
specification. All standards are subject to revision and parties using this specification, shall reference the most recent edition of the
standards listed as follows:
2
2
...

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(4) Flow levels.
Inspections conducted outside the manufacturer’s recommended ranges for these pipe segment attributes may result in the transmissive acoustic blockage assessment deviating from the performance criteria specified in X1.5...
SCOPE
1.1 This practice covers procedures for assessing the blockage within gravity-fed sewer pipes using transmissive acoustics for the purpose of prioritizing sewer pipe cleaning operations.2 The assessment is based on an acoustic receiver measuring the acoustic plane wave transmitted through the pipe segment under test in order to evaluate the blockage condition of an entire segment and to provide an onsite assessment of the blockage within the pipe segment. (1, 2, 3, 4, 5)3  
1.2 The scope of this practice covers the use of the transmissive acoustic inspection as a screening tool. The blockage assessment provided by the acoustic inspection should be used to identify and prioritize pipe segments requiring further maintenance action such as cleaning or visual inspection, or both. Thereby, also identifying the pipe segments which are sufficiently clean and do not require additional maintenance action.  
1.3 This standard practice does not address structural issues with the pipe wall.  
1.4 The inspection process requires access to the manhole (MH) from ground level. It does not require physical access to the sewer line by either the equipment or the operator.  
1.5 This standard practice applies to all types of pipe material.  
1.6 The inspection process requires access to sewers and operations along roadways or other locations that are safety hazards. This standard does not describe the hazards likely to be encountered or the safety procedures that must be carried out when operating in these hazardous environments.  
1.7 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.  
1.8 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 s...

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ASTM
ASTM F2551-09(2023)(Practice)
Standard Practice for Installing a Protective Cementitious Liner System in Sanitary Sewer Manholes

ABSTRACT
This practice describes the procedures involved in the structural reinforcement, sealing, protection, and rehabilitation of sanitary sewer manholes by the application of a prepackaged protective cementitious liner system to all cleaned interior surface from the bottom of the frame to the bench. The manholes to which the cementitious liner shall be applied may be made of brick, concrete, block, and various other materials. Detailed descriptions are given for all prepackaged materials necessary for this practice that include materials for substrate repairs, cementitious repair materials, infiltration water control materials, cementitious water control materials, chemical grout materials, and lining materials. Detailed descriptions are also provided for each procedure involved here which includes surface preparation, high pressure cleaning, surface repair, mixing of prepackaged cementitious repair materials, spray application of the cement liner by manual surface sealing or centrifugal cast process, and curing of the freshly applied cementitious mortar.
SCOPE
1.1 This specification describes all the work required to structurally reinforce, seal, and protect sanitary sewer manholes. Applications include applying a prepackaged cementitious liner that can function as a full depth restoration or a partial depth repair. A uniform high-strength, fiber-reinforced cementitious mortar should be manually sprayed and hand troweled or centrifugally cast in a uniform, prescribed thickness to all cleaned, interior surfaces from the bottom of the frame to the bench. The cementitious liner may be applied to manholes constructed of brick, concrete, block, and various other materials.  
1.2 A manufacturer’s approved applicator shall furnish the complete application of the protective, prepackaged cementitious liner material. All of the cleaning, preparation, and application procedures shall be in accordance with the manufacturer’s recommendations.  
1.3 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.  
1.4 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. Manholes are permit required confined spaces in accordance with OSHA definition and should be treated as such, requiring confined space entry permits, appropriate monitoring equipment, and the associated personal protective equipment.  
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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ASTM
ASTM F2414-04(2023)(Practice)
Standard Practice for Sealing Sewer Manholes Using Chemical Grouting

SIGNIFICANCE AND USE
3.1 This practice is used as a guide for the installation of chemical grout in the practice of sealing sewer manholes from leaks, cracks, and around penetrations. It is attended to assist sewer owners and engineer, owner’s representative, or authorized inspectors for installation method specification and for contractors to refer to during installations of chemical grout for manhole sealing.
SCOPE
1.1 This practice covers proposed selection of materials, installation techniques, and inspection required for sealing manholes using chemical grout. Manholes or sections of manholes with active leaks shall be repaired. Manholes to be grouted are of brick, block, cast-in-place concrete, precast concrete, or fiberglass construction. Manholes or sections of manholes with active leaks will be designated by the engineer, owner’s representative, or authorized inspector, for manhole grouting.  
1.2 The contractor shall be responsible for furnishing all labor, supervision, materials, equipment, and inspection follow-up required for the completion of chemical grouting of manhole defects in accordance with the contract documents.  
1.3 Materials, additives, mixture ratios, and procedures utilized for the grouting process shall be in accordance with manufacturer’s recommendations and shall be appropriate for the application.  
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 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.  
1.6 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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ASTM
ASTM C1802-23(Specification)
Standard Specification for Design, Testing, Manufacture, Selection, and Installation of Horizontal Fabricated Metal Access Hatches for Utility, Water, and Wastewater Structures

ABSTRACT
This specification covers the design, testing, manufacture, selection, and installation of fabricated metal access hatches for utility, water, and wastewater structures including utility vaults, drainage structures, valve vaults, meter vaults, wet wells, pump enclosures, utility trenches, piping trenches, and drainage trenches. It applies to various configurations of access hatches constructed of fabricated metal of various materials and grades for various loading conditions, traffic speeds, or both. It provides engineering design and testing criteria for access hatches to be located in various areas subjected to various loading conditions, traffic speed, frequency, or combinations thereof. It also includes production loading criteria to allow the access hatches to be tested in order to verify the load capacity of the manufactured hatches, as well as hatch loading selection guidelines to allow selection of the proper hatch design loading for the conditions of the actual area of placement. This specification also details requirements with respect to the acceptability of the access hatches, material certification and quality control, repairs, inspection, marking, optional features as part of the access hatch design, and submittal drawings.
SCOPE
1.1 This specification covers the design, testing, manufacture, selection, and installation of substantially horizontal fabricated metal access hatches for utility, water, and wastewater structures including utility vaults, drainage structures, valve vaults, meter vaults, wet wells, pump enclosures, utility trenches, piping trenches, and drainage trenches.  
1.2 This specification is applicable to various configurations of access hatches constructed of fabricated metal of various materials and grades for various loading conditions, traffic speeds, or both.  
1.3 Engineering design and testing criteria are provided for access hatches to be located in various areas subjected to various loading conditions, traffic speed, frequency, or combinations thereof.  
1.4 Proof loading criteria is provided to allow the access hatches to be designed by engineering calculation and/or by ultimate strength load testing.  
1.5 Production loading criteria is provided to allow the access hatches to be tested to verify the load capacity of the manufactured hatches.  
1.6 Hatch loading selection guidelines are included to allow selection of the proper hatch design loading for the conditions of the actual area of placement.  
1.7 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 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, health, and environmental practices and determine the applicability of regulatory limitations prior to use.  
1.9 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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  • Technical specification
    26 pages
    English language
    sale 15% off