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本文(ANSI AWWA C116 A21.16-2015 Protective Fusion-Bonded Coatings for the Interior and Exterior Surfaces of Ductile-Iron and Gray-Iron Fittings.pdf)为本站会员(ideacase155)主动上传,麦多课文库仅提供信息存储空间,仅对用户上传内容的表现方式做保护处理,对上载内容本身不做任何修改或编辑。 若此文所含内容侵犯了您的版权或隐私,请立即通知麦多课文库(发送邮件至master@mydoc123.com或直接QQ联系客服),我们立即给予删除!

ANSI AWWA C116 A21.16-2015 Protective Fusion-Bonded Coatings for the Interior and Exterior Surfaces of Ductile-Iron and Gray-Iron Fittings.pdf

1、AWWA Standard SM Protective Fusion-Bonded Coatings for the Interior and Exterior Surfaces of Ductile-Iron and Gray- Iron Fittings Effective date: Nov. 1, 2015. First edition approved by AWWA Board of Directors June 21, 1998. This edition approved June 7, 2015. Approved by American National Standards

2、 Institute July 31, 2015. ANSI/AWWA C116/A21.16-15 (Revision of ANSI/AWWA C116/A21.16-09) Copyright 2015 American Water Works Association. All Rights Reserved.ii AWWA Standard This document is an American Water Works Association (AWWA) standard. It is not a specification. AWWA standards describe min

3、imum 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

4、 is not fully defined. AWWA pub- lication 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 appli

5、cable law, regulation, or code of any governmental authority. AWWA standards are intended to represent a consensus of the water supply industry that the product described will provide satisfactory service. When AWWA revises or withdraws this standard, an official notice of action will be placed in t

6、he Official Notice section of Journal - American Water Works Association. The action becomes effective on the first day of the month fol- lowing the month of Journal - American Water Works Association publication of the official notice. American National Standard An American National Standard implie

7、s 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 perso

8、n has ap - proved 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

9、conformity with an American National Standard are encour - aged 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 n oti Ce : The American National Standards

10、 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 fi

11、ve years from the date of ANSI approval. 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 infoansi.org. ISBN-13,

12、 print: 978-1-62576-121-7 eISBN-13, electronic: 978-1-61300-350-3DOI: http:/dx.doi.org/10.12999/AWWA.C116.15 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

13、retrieval system, except in the form of brief excerpts or quotations for review purposes, without the written permission of the publisher. Copyright 2015 by American Water Works Association Printed in USA hours of work by your fellow water professionals. Revenue from the sales of this AWWA material

14、supports ongoing product development. Unauthorized distribution, either electronic or photocopied, is illegal and hinders AWWAs mission to support the water community. This AWWA content is the product of thousands of Copyright 2015 American Water Works Association. All Rights Reserved.iii Committee

15、Personnel The AWWA A21 Standards Subcommittee 4, Coatings and Linings, which reviewed and approved this standard, had the following personnel at the time of approval: Gregg Horn, Chair General Interest Members D.H. Kroon, Corrpro Companies Inc., Houston, Texas (AWWA) J.R. Plattsmier, HDR Engineering

16、 Inc., Denver, Colo. (AWWA) E.S. Ralph,* Standards Engineer Liaison, AWWA, Denver, Colo. (AWWA) P.A. Selig, Consultant, Birmingham, Ala. (AWWA) K.E. Wilson, Ken Wilson Engineering, Valrico, Fla. (AWWA) Producer Members C. Comins, Custom Fab Inc., Orlando, Fla. (AWWA) J.H. Eddings, Atlantic States Ca

17、st Iron Pipe Company, Phillipsburg, N.J. (AWWA) M.D. Gaston, American Ductile Iron Pipe Company, Birmingham, Ala. (AWWA) L.G. Horn, Ductile Iron Pipe Research Association, Birmingham, Ala. (AWWA) A.M. Horton, US Pipe & Foundry Company, Birmingham, Ala. (AWWA) H. Kennedy Jr., Harold Kennedy & Associa

18、tes, Fuquay Varina, N.C. (AWWA) V. ODea, Tnemec Company, Kansas City, Mo. (AWWA) G. Oliver, American Cast Iron Pipe Company, Birmingham, Ala. (AWWA) User Members D.T. Bradley, Oak Lodge Water District, Portland, Ore. (AWWA) M.J. Britch, Tualatin Valley Water District, Beaverton, Ore. (AWWA) W.C. Duk

19、e, Bureau of Reclamation, Denver, Colo. (AWWA) J.M. Kennedy, Tampa Bay Water, Clearwater, Fla. (AWWA) R.L. Worden, COMCD, Norman, Okla. (AWWA) * Liaison, nonvoting Alternate Copyright 2015 American Water Works Association. All Rights Reserved.iv AWWA Standards Committee A21, DuctileIron Pipe and Fit

20、tings, which reviewed and approved this standard, had the following personnel at the time of approval: John R. Plattsmier, Chair General Interest Members M.B. Horsley, Horsley Engineering LLC, Overland Park, Kan. (AWWA) D.H. Kroon, Corrpro Companies Inc., Houston, Texas (AWWA) D.D. Lary,* Wright Pie

21、rce, Topsham, Maine (NEWWA) G.E. Laverick, Underwriters Laboratories Inc., Northbrook, Ill. (AWWA) P.J. Mourt, Hatch Mott MacDonald, Milburn, N.J. (AWWA) J.R. Plattsmier, HDR Engineering Inc., Denver, Colo. (AWWA) S. Pool,* HDR Engineering, Denver, Colo. (AWWA) E.S. Ralph, Standards Engineer Liaison

22、, AWWA, Denver, Colo. (AWWA) T.M. Stinson, Kleinfelder SEA Company, Holbrook, Mass. (NEWWA) L.C. Yates, McGoodwin, Williams & Yates, Fayetteville, Ark. (AWWA) Producer Members L.R. Dunn, US Pipe & Foundry Company, Birmingham, Ala. (DIPRA) J.H. Eddings, Atlantic States Cast Iron Pipe Company, Phillip

23、sburg, N.J. (AWWA) J.A. Fancher,* American Cast Iron Pipe Company, Birmingham, Ala. (AWWA) M.D. Gaston, American Ductile Iron Pipe Company, Birmingham, Ala. (AWWA) L.G. Horn, Ductile Iron Pipe Research Association, Birmingham, Ala. (AWWA) J.C. Jones, RCT, Los Angeles, Calif. (AWWA) H. Kennedy Jr., H

24、arold Kennedy & Associates, Fuquay Varina, N.C. (AWWA) J. Lambert,* US Pipe & Foundry Company, Birmingham, Ala. (AWWA) T.J. Muntz, Fab Pipe Inc., Rogers, Minn. (AWWA) User Members D.T. Bradley, Oak Lodge Water District, Portland, Ore. (AWWA) M.J. Britch, Tualatin Valley Water District, Beaverton, Or

25、e. (AWWA) A.J. DeBoy,* Indiana American Water, Greenwood, Ind. (AWWA) W.C. Duke, Bureau of Reclamation, Denver, Colo. (AWWA) * Alternate Liaison, nonvoting Copyright 2015 American Water Works Association. All Rights Reserved.v M.W. Griffin, American Water Company, St. Louis, Mo. (AWWA) J.M. Kennedy,

26、 Tampa Bay Water, Clearwater, Fla. (AWWA) D.D. Montgomery, Independence Water Department, Independence, Mo. (AWWA) K.C. Morgan,* Standards Council Liaison, Town of Gilbert, Gilbert, Ariz. (AWWA) G.M. Page, Cobb CountyMarietta Water Authority, Marietta, Ga. (AWWA) C.J. Patla, Connecticut Water Servic

27、e Inc., Clinton, Conn. (AWWA) T.J. Roode, Denver Water, Denver, Colo. (AWWA) P.A. Shively, City of Kansas City, Kansas City, Mo. (AWWA) R.L. Worden, COMCD, Norman, Okla. (AWWA) * Liaison, nonvoting Copyright 2015 American Water Works Association. All Rights Reserved.This page intentionally blank. Co

28、pyright 2015 American Water Works Association. All Rights Reserved.vii 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 I Introduction . ix I.A Background ix I.B History

29、. ix I.C Acceptance x II Special Issues xi III Use of This Standard xi III.A Purchaser Options and Alternatives xi III.B Modification to Standard xii IV Major Revisions . xii V Comments xii Standard 1 General 1.1 Scope 1 1.2 Purpose . 1 1.3 Application 1 2 References 2 3 Definitions . 2 4 Requiremen

30、ts 4.1 Materials . 3 4.2 Surface Preparation . 4 4.3 Coating Application 4 4.4 Coating System Qualification 4 5 Verification 5.1 Qualification Testing. 4 5.2 Production Testing 5 5.3 Holiday Testing . 5 5.4 Inspection by Purchaser 6 5.5 Basis for Rejection . 6 6 Delivery 6.1 Marking 6 6.2 Shipping,

31、Handling, and Storage Precautions 6 6.3 Affidavit of Compliance 6 Copyright 2015 American Water Works Association. All Rights Reserved.This page intentionally blank. Copyright 2015 American Water Works Association. All Rights Reserved.ix Foreword This foreword is for information only and is not a pa

32、rt of ANSI*/AWWA C116/A21.16-15. I. Introduction. I.A. Background. Ductile iron and gray iron fittings used for water service are normally furnished with a cementmortar lining in accordance with ANSI/ AWWA C104/A21.4, CementMortar Lining for Ductile Iron Pipe and Fittings, for internal corrosion pro

33、tection. Additionally, polyethylene encasement in accordance with ANSI/AWWA C105/A21.5, Polyethylene Encasement for Ductile Iron Pipe Systems, is normally used for external corrosion protection of ductile iron and gray iron fittings for buried applications in corrosive environments. The purpose of t

34、his standard is to provide purchasers and manufacturers with the minimum requirements for protective fusion bonded coatings and linings for the inte rior and exterior surfaces of ductile iron and gray iron fittings used for water service. The standard describes the material, application, and perform

35、ance requirements for these coatings and linings and can be referenced in specifications for purchasing fittings with an interior and exterior fusion bonded epoxy or polyolefin coating. I.B. History. American National Standards Committee A21 on Cast Iron Pipe and Fittings was organized in 1926 under

36、 the sponsorship of the American Gas Association (AGA), the American Society for Testing and Materials (ASTM), the American Water Works Association (AWWA), and the New England Water Works Association (NEWWA). Between 1972 and 1984, the cosecretariats were AGA, AWWA, and NEWWA, with A WWA serving as

37、administrative secretariat. In 1984, the committee became an AWWA committee called AWWA Standards Committee A21 on Ductile Iron Pipe and Fittings. The present scope of Committee A21 activity is to develop standards and manuals that address ductile iron pressure pipe for water supply service and duct

38、ile iron and gray iron fittings for use with such pipe. These standards and manuals include design, dimensions, materials, coatings, linings, joints, accessories, and methods of inspection and testing. The work of Committee A21 is conducted by subcommittees. The scope of Subcom mittee 4, Coatings an

39、d Linings, includes the periodic review of current A21 standards for interior and exterior protection of ductile iron pipe and ductile iron and gray iron * American National Standards Institute, 25 West 43rd Street, Fourth Floor, New York, NY 10036. Copyright 2015 American Water Works Association. A

40、ll Rights Reserved.x fittings, the preparation of revisions and new standards when needed, and the examina tion of other matters pertaining to standards for interior and exterior protection of pipe and fittings. In 1994, the AWWA Standards Council approved the development of an AWWA standard for pro

41、tective fusion bonded epoxy coatings for the interior and exterior sur faces of ductile iron and gray iron fittings for water service and assigned this project to Committee A21. Consequently, Subcommittee 4 submitted a proposed standard for fusion bonded coatings to Committee A21 in 1997. The first

42、edition of the stan dard was adopted in 1998. Subsequent revisions to ANSI/AWWA C116/A21.16 were approved by the AWWA Board of Directors in 2003 and 2009. This fourth edition of C116 was approved on June 7, 2015. I.C. Acceptance. In May 1985, the US Environmental Protection Agency (USEPA) entered in

43、to a cooperative agreement with a consortium led by NSF International* (NSF) to develop voluntary third party consensus standards and a certification program for direct and indirect drinking water additives. Other members of the original consortium included the Water Research Foundation (formerly Aw

44、waRF) and the Conference of State Health and Environmental Managers (COSHEM). The American Water Works Association (AWWA) and the Association of State Drinking Water Administrators (ASDWA) joined later. In the United States, authority to regulate products for use in, or in contact with, drinking wat

45、er rests with individual states. Local agencies may choose to impose requirements more stringent than those required by the state. To evaluate the health effects of products and drinking water additives from such products, state and local agencies may use various references, including 1. An advisory

46、 program formerly administered by USEPA, Office of Drinking Water, discontinued on Apr. 7, 1990. 2. Specific policies of the state or local agency. 3. Two standards developed under the direction of NSF: NSF/ANSI 60, Drinking Water Treatment ChemicalsHealth Effects, and NSF/ANSI 61, Drinking Water Sy

47、stem ComponentsHealth Effects. 4. Other references, including AWWA standards, Food Chemicals Codex, Water Chemicals Codex, and other standards considered appropriate by the state or local agency. * NSF International, 789 North Dixboro Road, Ann Arbor, MI 48113. Persons outside the United States shou

48、ld contact the appropriate authority having jurisdiction. Both publications available from National Academy of Sciences, 500 Fifth Street, NW, Washington, DC 20001. Copyright 2015 American Water Works Association. All Rights Reserved.xi Various certification organizations may be involved in certifyi

49、ng products in accor dance with NSF/ANSI 61. Individual states or local agencies have authority to accept or accredit certification organizations within their jurisdictions. Accreditation of certi fication organizations may vary from jurisdiction to jurisdiction. Annex A, “Toxicology Review and Evaluation Procedures,” to NSF/ANSI 61 does not stipulate a maximum allowable level (MAL) of a contaminant for substances not regulated by a USEPA final maximum contaminant level (MCL). The MALs of an unspecified list of “un

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