Rubber-Gasket Joints for Ductile-Iron Pressure Pipe and Fittings

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SM ANSI/AWWA C111/A21.11-17 (Revision of ANSI/AWWA C111/A21.11-12) AWWA Standard Rubber-Gasket Joints for Ductile-Iron Pressure Pipe and Fittings Effective date: April 1, 2017. First edition approved by AWWA Board of Directors July 16, 1953. This edition approved Jan. 14, 2017. Approved by American National Standards Institute Oct. 11, 2016.

AWWA Standard This document is an American Water Works Association standard. It is not a specification. AWWA standards describe minimum requirements and do not contain all of the engineering and administrative information normally contained in specifications. The AWWA standards usually contain options that must be evaluated by the user of the standard. Until each optional feature is specified by the user, the product or service is not fully defined. AWWA publication of a standard does not constitute endorsement of any product or product type, nor does AWWA test, certify, or approve any product. The use of AWWA standards is entirely voluntary. This standard does not supersede or take precedence over or displace any applicable law, regulation, or code of any governmental authority. AWWA standards are intended to represent a consensus of the water industry that the product described will provide satisfactory service. When AWWA revises or withdraws this standard, an official notice of action will be placed on the first page of the Official Notice section of Journal American Water Works Association. The action becomes effective on the first day of the month following the month of Journal American Water Works Association publication of the official notice. American National Standard An American National Standard implies a consensus of those substantially concerned with its scope and provisions. An American National Standard is intended as a guide to aid the manufacturer, the consumer, and the general public. The existence of an American National Standard does not in any respect preclude anyone, whether that person has approved the standard or not, from manufacturing, marketing, purchasing, or using products, processes, or procedures not conforming to the standard. American National Standards are subject to periodic review, and users are cautioned to obtain the latest editions. Producers of goods made in conformity with an American National Standard are encouraged to state on their own responsibility in advertising and promotional materials or on tags or labels that the goods are produced in conformity with particular American National Standards. Caution Notice: The American National Standards Institute (ANSI) approval date on the front cover of this standard indicates completion of the ANSI approval process. This American National Standard may be revised or withdrawn at any time. ANSI procedures require that action be taken to reaffirm, revise, or withdraw this standard no later than five years from the date of publication. Purchasers of American National Standards may receive current information on all standards by calling or writing the American National Standards Institute, 25 West 43rd Street, Fourth Floor, New York, NY 10036; 212.642.4900; or emailing info@ansi.org. This AWWA content is the product of thousands of hours of work by your fellow water professionals. Revenue from the sales of this AWWA material supports ongoing product development. Unauthorized distribution, either electronic or photocopied, is illegal and hinders AWWA s mission to support the water community. ISBN-13, print: 978-1-58321-210-8 eisbn-13, electronic: 978-1-61300-409-8 DOI: http://dx.doi.org/10.12999/awwa.c111.17 All rights reserved. No part of this publication may be reproduced or transmitted in any form or by any means, electronic or mechanical, including photocopy, recording, or any information or retrieval system, except in the form of brief excerpts or quotations for review purposes, without the written permission of the publisher. Copyright 2017 by American Water Works Association Printed in USA ii

Committee Personnel Subcommittee 2, Joints for Pipe and Fittings, which reviewed and developed this standard, had the following personnel at the time: Larry Dunn, Chair General Interest Members S.M. Passarelli,* Standards Engineer Liaison, AWWA, Denver, Colo. P.A. Selig, Consultant, Birmingham, Ala. Producer Members L.R. Dunn, U.S. Pipe & Foundry Company, Birmingham, Ala. J.H. Eddings, McWane Inc., Birmingham, Ala. J.A. Fancher, American Cast Iron Pipe Company, Birmingham, Ala. M.D. Gaston, American Cast Iron Pipe Company, Birmingham, Ala. K.J. Kempf, Kempf Holdings LLC Dba, Foundry Services Co., Omaha, Neb. H. Kennedy Jr., Harold Kennedy & Associates, Fuquay Varina, N.C. T.M. Kiley, Victaulic Company of America, Easton, Pa. J.K. Lambert, U.S. Pipe & Foundry Company, Hoover, Ala. T.J. Muntz, National Association of Pipe Fabricators, Stillwater, Minn. H.P. Tinney, Birmingham Fastener Manufacturing, Birmingham, Ala. User Members D.D. Montgomery, Independence Water Department, Independence, Mo. T.J. Roode, Denver Water, Denver, Colo. R.L. Worden, COMCD, Norman, Okla. * Liaison, nonvoting Alternate iii

AWWA Standards Committee A21, Ductile-Iron Pipe and Fittings, which reviewed and approved this standard, had the following personnel at the time of approval: John R. Plattsmier, Chair General Interest Members M. Dunn, Crist Engineers, Little Rock, Ark. J. Hebenstreit, Underwriters Laboratories Inc., Northbrook, Ill. (UL) M.B. Horsley, Horsley Engineering LLC, Overland Park, Kan. D.H. Kroon, Aegion, Houston, Texas D.D. Lary,* Wright-Pierce, Topsham, Maine (NEWWA) C.R. Laucamp, AECOM, Chicago, Ill. P.J. Mourt, Mott MacDonald, Milburn, N.J. S.M. Passarelli, Standards Engineer Liaison, AWWA, Denver, Colo. J.R. Plattsmier, HDR Engineering Inc., Denver, Colo. S. Pool,* HDR Engineering Inc., Denver, Colo. T.M. Stinson, Kleinfelder, Holbrook, Mass. (NEWWA) L.C. Yates, McGoodwin Williams & Yates, Fayetteville, Ark. K. Zastrow,* Underwriters Laboratories Inc., Northbrook, Ill. Producer Members L.R. Dunn, U.S. Pipe & Foundry Company, Birmingham, Ala. J.H. Eddings, McWane Ductile, Phillipsburg, N.J. J.A. Fancher,* American Cast Iron Pipe Company, Birmingham, Ala. M.D. Gaston, American Cast Iron Pipe Company, Birmingham, Ala. L.G. Horn, Ductile Iron Pipe Research Association, Birmingham, Ala. J.C. Jones, RCT, Los Angeles, Calif. K.J. Kempf,* Kempf Holdings LLC Dba Foundry Services Co., Omaha, Neb. H. Kennedy Jr., Harold Kennedy & Associates, Fuquay Varina, N.C. J.K. Lambert,* U.S. Pipe & Foundry Company, Hoover, Ala. L. Leider,* Star Pipe Products Inc., Houston, Tex. T.J. Muntz, National Association of Pipe Fabricators, Stillwater, Minn. * Alternate Liaison, nonvoting iv

User Members D.T. Bradley, Oak Lodge Water District, Portland, Ore. M.J. Britch, Tualatin Valley Water District, Beaverton, Ore. A.J. DeBoy,* Indiana-American Water Company, Greenwood, Ind. C.R. Dugan, Standards Council Liaison, East Lansing Meridian Water and Sewer Authority, East Lansing, Mich. W.C. Duke, Bureau of Reclamation, Denver, Colo. J.M. Kennedy, Tampa Bay Water, Clearwater, Fla. D.D. Montgomery, Independence Water Department, Independence, Mo. G.M. Page, Cobb County Marietta Water Authority, Marietta, Ga. C.J. Patla, Connecticut Water Company, Clinton, Conn. T.J. Roode, Denver Water, Denver, Colo. P.A. Shively, City of Kansas City, Kansas City, Mo. R.L. Worden, COMCD, Norman, Okla. * Liaison, nonvoting Alternate v

Contents All AWWA standards follow the general format indicated subsequently. Some variations from this format may be found in a particular standard. SEC. PAGE SEC. PAGE Foreword... ix I Introduction... ix I.A I.B I.C II Background... ix History... ix Acceptance... xii Special Issues... xiv II.A Advisory Information on Product Application... xiv II.B Chlorine and Chloramine Degradation of Elastomers... xv III Use of This Standard... xv III.A. Purchaser Options and Alternatives... xv III.B Modification to Standard... xvi IV V Standard Major Revisions... xvi Comments... xvi 1 General 1.1 Scope... 1 1.2 Purpose... 2 1.3 Application... 2 2 References... 2 3 Definitions... 3 4 Requirements 4.1 Materials... 5 4.2 Permeation... 5 4.3 General Requirements... 5 4.4 Special Requirements for the Mechanical Joint... 6 4.5 Special Requirements for the Push-on Joint... 16 4.6 Special Requirements for the Flanged Joint... 18 4.7 Performance Requirements... 20 5 Verification 5.1 Inspection... 22 5.2 Certification and Test Records... 22 5.3 Basis for Rejection... 22 6 Delivery 6.1 Marking... 22 6.2 Packing... 23 6.3 Affidavit of Compliance... 24 Appendixes A Mechanical-Joint Bolts, Gaskets, and Installation... 25 B Push-on Joint Design, Gaskets, Lubricant, and Installation... 29 C Flanged-Joint Bolts, Gaskets, and Installation... 33 D Effects of Chloramines on Ductile-Iron Pipe Gaskets and Elastomers... 37 Figures 1 Mechanical-Joint Dimensions for Sizes 3 In. 64 In... 8 vii

SEC. PAGE SEC. PAGE 2 Mechanical-Joint Gasket, 3 In. 64 In... 13 3 Standard Design for Low-Alloy Steel Tee-Head Bolts and Nuts... 14 4 Flange Details... 20 A.1 Mechanical-Joint Assembly... 26 B.1 Push-On Joint Assembly... 31 Tables 1 Properties for Gray-Iron Glands... 6 2 Mechanical-Joint Dimensions Inches... 9 3 Mechanical-Joint Gasket Dimensions, 3 In. 64 In... 13 4 Required Properties and Methods of Testing for SBR Mechanical-Joint Gaskets... 14 5 Standard Design for Low-Alloy Steel Tee-Head Bolt And Nut Dimensions Inches... 15 6 Minimum Characteristic Values for Steel Tee-Head Bolts... 15 7 Minimum Proof Test for Tee-Head Bolts And Nuts... 16 8 Required Properties and Methods of Testing for SBR Push-on Joint Gaskets... 17 9 Flange Details... 19 10 Minimum Working Pressure Ratings for Mechanical and Push-on Joints... 20 A.1 Mechanical-Joint Bolt Torque Loads... 27 C.1 Flange Gasket Details... 34 viii