Standard Specification for Poly (Vinyl Chloride)(PVC) Closed Profile Gravity Pipe and Fittings Based on Controlled Inside Diameter

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1.1 This specification covers requirements for poly(vinyl chloride) (PVC) closed profile sewer pipe and fittings with integral bell and elastomeric seal joints or plain end pipe with couplings in sizes (18 to 60 in.) based on a controlled inside diameter.
1.2 The values stated in inch-pound units are to be regarded as the standard. The values given in parentheses are for information only.
1.3 The following safety hazard caveat pertains only to the test methods portion, Section , 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.
Note 1—Pipe and fittings produced to this specification should be installed in accordance with Practice D 2321.

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Status
Historical
Publication Date
31-Dec-2003
Technical Committee
Drafting Committee
Current Stage
Ref Project

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ASTM F1803-04 - Standard Specification for Poly (Vinyl Chloride)(PVC) Closed Profile Gravity Pipe and Fittings Based on Controlled Inside Diameter
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NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.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
An American National Standard
Designation: F 1803 – 04
Standard Specification for
Poly (Vinyl Chloride)(PVC) Closed Profile Gravity Pipe and
1
Fittings Based on Controlled Inside Diameter
This standard is issued under the fixed designation F 1803; 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 2412 Test Method for Determination of External Loading
Characteristics of Plastic Pipe by Parallel-Plate Loading
1.1 This specification covers requirements for poly(vinyl
D 2444 Test Method for Impact Resistance of Thermoplas-
chloride) (PVC) closed profile sewer pipe and fittings with
tic Pipe and Fittings by Means of a Tup (Falling Weight)
integral bell and elastomeric seal joints or plain end pipe with
D 2855 Practice for Making Solvent-Cemented Joints with
couplings in sizes (18 to 60 in.) based on a controlled inside
Poly(Vinyl Chloride) (PVC) Pipe and Fittings
diameter.
D 3212 Specification for Joints for Drain and Sewer Plastic
1.2 The values stated in inch-pound units are to be regarded
Pipes Using Flexible Elastomeric Seals
as the standard. The values given in parentheses are for
F 402 Practice for Safe Handling of Solvent Cements,
information only.
Primers,andCleanersUsedforJoiningThermoplasticPipe
1.3 The following safety hazard caveat pertains only to the
and Fittings
test methods portion, Section 8, of this specification: This
F 412 Terminology Relating to Plastic Piping Systems
standard does not purport to address all of the safety concerns,
F 477 Specification for Elastomeric Seals (Gaskets) for
if any, associated with its use. It is the responsibility of the user
Joining Plastic Pipe
of this standard to establish appropriate safety and health
F 679 Specification for Poly(Vinyl Chloride) (PVC) Large-
practices and determine the applicability of regulatory limita-
Diameter Plastic Gravity Sewer Pipe and Fittings
tions prior to use.
3
2.2 Federal Standard:
NOTE 1—Pipe and fittings produced to this specification should be
Fed. Std. No. 123 Marking for Shipment (Civil Agencies)
installed in accordance with Practice D 2321.
3
2.3 Military Standard:
MIL-STD-129 Marking for Shipment and Storage
2. Referenced Documents
2
2.1 ASTM Standards:
3. Terminology
D 618 Practice for Conditioning Plastics for Testing
3.1 Definitions—Definitions are in accordance with Termi-
D 1600 Terminology for Abbreviated Terms Relating to
nology F 412, and abbreviations are in accordance with Ter-
Plastics
minology D 1600, unless otherwise specified.The abbreviation
D 1784 Specification for Rigid Poly(Vinyl Chloride) (PVC)
for poly(vinyl chloride) is PVC.
Compounds and Chlorinated Poly(Vinyl Chloride)
3.2 Definitions of Terms Specific to This Standard:
(CPVC) Compounds
3.2.1 closed profile (CP) gravity sewer pipe, n—a pipe
D 2122 Test Method for Determining Dimensions of Ther-
product consisting of an essentially smooth waterway braced
moplastic Pipe and Fittings
circumferentially or spirally with projections or ribs that are
D 2152 Test Method for Adequacy of Fusion of Extruded
joined by an essentially smooth outer wall (see Fig. 1).
Poly(Vinyl Chloride) (PVC) Pipe and Molded Fittings by
Acetone Immersion
4. Significance and Use
D 2321 Practice for Underground Installation of Flexible
4.1 The requirements of this specification are intended to
Thermoplastic Pipe for Sewers and Other Gravity-Flow
provide pipe and fittings suitable for nonpressure drainage of
Applications
sewage and surface water.
NOTE 2—Industrial waste disposal lines should be installed only with
1
This specification is under the jurisdiction ofASTM Committee F17 on Plastic
the specific approval of the governing code authority since chemicals not
Piping Systems and is the direct responsibility of Subcommittee F17.62 on Sewer.
commonly found in drains and sewers and temperatures in excess of
Current edition approved Jan. 1, 2004. Published January 2004. Originally
140°F may be encountered.
approved in 1997. Last previous edition approved in 1997 as F 1803 – 97.
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
3
Standards volume information, refer to the standard’s Document Summary page on Available from Standardization Documents Order Desk, DODSSP, Bldg. 4,
the ASTM website. Section D, 700 Robbins Ave., Philadelphia, PA 19111-5098.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
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F 1803 – 04
6.3 The joint shall be designed to avoid displacement o
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