AWWA C151 2023
$76.92
AWWA C151/A21.51-23 Ductile-Iron Pipe, Centrifugally Cast
Published By | Publication Date | Number of Pages |
AWWA | 2023 |
This standard describes 3-in. through 64-in. (80-mm through 1,600-mm) ductile-iron pipe, centrifugally cast, for potable water, raw water, wastewater, and reclaimed water systems with push-on joints or mechanical joints. Requirements for pipe according to this standard are discussed in the text and are shown in Tables 1 through 6 and Figures 1, 2, and 3. This standard may be used for pipe with other types of joints as may be agreed on at the time of purchase. This standard can be referenced in specifications for ductile-iron pipe, centrifugally cast, for potable water, raw water, wastewater, and reclaimed water systems. The stipulations of this standard apply when this document has been referenced and then only to ductile-iron pipe, centrifugally cast, for potable water, raw water, wastewater, and reclaimed water systems.
PDF Catalog
PDF Pages | PDF Title |
---|---|
9 | Foreword I. Introduction. I.A. Background. The purpose of this standard is to provide information to specifiers and users of ductile-iron pipe on the minimum manufacturing requirements of this pipe. This standard includes requirements for laying lengths, dimensional tolerances, ma I.B. History. American National Standards Committee A21 on Cast-Iron Pipe and Fittings was organized in 1926 under the sponsorship of the American Gas Association (AGA), the American Society for Testing and Materials (ASTM), AWWA, and the New England Wate |
10 | I.C. Acceptance. In May 1985, the US Environmental Protection Agency (USEPA) entered into a cooperative agreement with a consortium led by NSF International (NSF) to develop voluntary third-party consensus standards and a certification program for direct |
11 | II. Special Issues. II.A. Advisory Information on Product Application. Unless otherwise provided by the purchaser, pipe and accessories shall comply with this standard. Pipe and accessories not complying with this standard shall be replaced by the supplier at the agreed poin II.B. Chlorine and Chloramine Degradation of Elastomers. The selection of materials is critical for water service and distribution piping in locations where there is a possibility that elastomers will be in contact with chlorine or chloramines. Documented |
12 | III. Use of This Standard. It is the responsibility of the user of an AWWA standard to determine that the products described in that standard are suitable for use in the particular application being considered. III.A. Purchaser Options and Alternatives. The following items should be covered by the purchaser: III.B. Modification to Standard. Any modification to the provisions, definitions, or terminology in this standard must be provided by the purchaser. |
13 | IV. Major Revisions. Major revisions made to the standard in this edition include the following: V. Comments. If you have any comments or questions about this standard, please call AWWA Engineering and Technical Services at 303.794.7711; write to the department at 6666 West Quincy Avenue, Denver, CO 80235-3098; or email at [email protected]. |
15 | AWWA Standard SECTION 1: GENERAL Sec. 1.1 Scope Sec. 1.2 Purpose Sec. 1.3 Application |
16 | SECTION 2: REFERENCES SECTION 3: DEFINITIONS |
17 | SECTION 4: REQUIREMENTS Sec. 4.1 Materials |
18 | Sec. 4.2 Permeation Sec. 4.3 General Requirements |
19 | Sec. 4.4 Coatings and Linings Sec. 4.5 Tolerances or Permitted Variations Table 1 Maximum minus pipe tolerance |
20 | Sec. 4.6 Pipe Wall Thickness Sec. 4.7 Marking Pipe SECTION 5: VERIFICATION |
21 | Sec. 5.2 Test Procedures |
22 | Figure 1 Tensile-test specimen |
23 | Figure 2 Impact-test specimen Sec. 5.3 Additional Control Tests by the Manufacturer |
24 | Sec. 5.4 Foundry Records Sec. 5.5 Additional Tests Required by the Purchaser Sec. 5.6 Defective Specimens and Retests Sec. 5.7 Basis for Rejection |
25 | SECTION 6: DELIVERY Sec. 6.1 Notice of Nonconformance Sec. 6.2 Affidavit of Compliance |
26 | Table 2 Standard dimensions of push-on–joint ductile-iron pipe* and mechanical-joint ductile-iron pipe* (continued) |
44 | Figure 3 Standard laying conditions |
45 | APPENDIX A Pipe Thickness Required for Different Tap Sizes |
47 | Table A.2 Pipe thicknesses required for different tap sizes per ANSI/AWWA C800* for standard corporation stop threads with two, three, and four full threads†‡^ |
48 | Table A.2 Pipe thicknesses required for different tap sizes as per ANSI/AWWA C800 for standard corporation stop threads with two, three, and four full threads*†^ (continued) |