AWWA C300-2016 Reinforced Concrete Pressure Pipe Steel-Cylinder Type.pdf

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1、AWWA Standard SM Reinforced Concrete Pressure Pipe, Steel- Cylinder Type Effective date: Jan. 1, 2017. First edition approved by AWWA Board of Directors Dec. 11, 1947. This edition approved June 19, 2016. Approved by American National Standards Institute Aug. 10, 2016. ANSI/AWWA C300-16 (Revision of

2、 ANSI/AWWA C300-11) Copyright 2017 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 minimum requirements and do not contain all of the engineering and admin

3、istrative 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 pub- lication of a standard does not cons

4、titute 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 st

5、andards are intended to represent a consensus of the water industry that the product described will provide satisfactory ser- vice. 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 Wor

6、ks 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

7、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, market

8、ing, purchasing, or using products, processes, or proce - dures not conforming to the standard. American National Standards are subject to periodic review, and users are cau- tioned to obtain the latest editions. Producers of goods made in conformity with an American National Standard are encouraged

9、 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 Institute (ANSI) approval date on the front cover of this stan

10、dard 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 N

11、ational 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. hours of work by your fellow water professionals. Revenue from the sales

12、of this AWWA material 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 ISBN-13, print: 978-1-62576-199-6 eISBN-13, electronic: 978-1

13、-61300-401-2DOI: http:/dx.doi.org/10.12999/AWWA.C300.16 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 excerpt

14、s or quotations for review purposes, without the written permission of the publisher. Copyright 2017 by American Water Works Association Printed in USA Copyright 2017 American Water Works Association. All Rights Reserved. iii Committee Personnel The AWWA Standards Subcommittee on ANSI/AWWA C300, whi

15、ch reviewed and developed this standard, had the following personnel at the time: Henry H. Bardakjian, Chair S.A. Arnaout, Forterra Pressure Pipe Inc., Dallas, Texas (AWWA) H.H. Bardakjian, Consulting Engineer, Glendale, Calif. (AWWA) W.C. Duke, Bureau of Reclamation, Denver, Colo. (USBR) M. McReyno

16、lds, Metropolitan Water District of Southern California, Los Angeles, Calif. (AWWA) J. Olmos, Ameron Water Transmission Group, Rancho Cucamonga, Calif. (AWWA) A.E. Romer, AECOM, Orange, Calif. (AWWA) T.A. Tovey, CH2M, Bellevue, Wash. (AWWA) The AWWA Standards Committee on Concrete Pressure Pipe, whi

17、ch reviewed and approved this standard, had the following personnel at the time of approval: Wayne R. Brunzell, Chair Richard I. Mueller, Secretary User Members K.A. Danley, Des Moines Water Works, Des Moines, Iowa (AWWA) W.C. Duke, Bureau of Reclamation, Denver, Colo. (USBR) N.D. Faber, San Diego C

18、ounty Water Authority, Escondido, Calif. (AWWA) J.A. Fleming,* Standards Council Liaison, Greater Cincinnati Water Works, Cincinnati, Ohio (AWWA) J.C. Gehrig, Tarrant Regional Water District, Fort Worth, Texas (AWWA) J.G. Grunow, Louisville Water Company, Louisville, Ky. (AWWA) D.H. Marshall, Tarran

19、t Regional Water District, Fort Worth, Texas (AWWA) N.A. Wigner, Los Angeles Department of Water and Power, Los Angeles, Calif. (AWWA) * Liaison, nonvoting Alternate Copyright 2017 American Water Works Association. All Rights Reserved. iv General Interest Members H.H. Bardakjian, Consulting Engineer

20、, Glendale, Calif. (AWWA) G.E.C. Bell, HDR Engineering Inc., Claremont, Calif. (AWWA) W.R. Brunzell, Brunzell Associates Ltd., Skokie, Ill. (AWWA) B.C. Coltharp, Freese and Nichols Inc., Fort Worth, Texas (AWWA) D. Dechant, Dechant Infrastructure Services, Aurora, Colo. (AWWA) F.S. Kurtz,* Standards

21、 Engineer Liaison, AWWA, Denver, Colo. (AWWA) S.A. McKelvie, HDR Engineering Inc., Boston, Mass. (AWWA) J.J. Roller, CTL Group, Skokie, Ill. (AWWA) A.E. Romer, AECOM, Orange, Calif. (AWWA) T.A. Tovey, CH2M, Bellevue, Wash. (AWWA) A.W. Tremblay, Tipp City, Ohio (AWWA) M.S. Zarghamee, Simpson Gumpertz

22、 a cage or cages of steel reinforcing bars or wire; an encasing wall of concrete; and a preformed gasket of rubber to provide the joint seal between adjacent pipes. The pipe is manufactured in sizes ranging from 30 in. (760 mm) to more than 144 in. (3,660 mm) in diameter and is generally made in 16-

23、ft through 24-ft (4.8-m through 7.5-m) laying lengths. Reinforced concrete pressure pipe, steel-cylinder type, is designed for the specific combination of internal pressure and external load required for the project in accordance with the procedures outlined in AWWA Manual M9, Concrete Pressure Pipe

24、. This pipe is normally limited in working pressures to a maximum of 260 psi (1,790 kPa). This type of pipe is used for transmission lines in irrigation, industrial, and domes- tic water supply systems, as well as for distribution feeder mains and other uses (see Section III of the foreword). I.B. H

25、istory. In April 1943, the AWWA Board of Directors authorized the preparation of “Tentative Emergency Specifications for Concrete Pressure Pipe.” These tentative specifications, which described several types of pipe in a single document, served a useful purpose during World War II but became obsolet

26、e and were withdrawn. The first standard prepared by AWWA Water Works Practice Committee 8320D Reinforced Concrete Pipe, which was formed in 1946, described the manufacture of reinforced concrete pressure pipe, steel-cylinder type, not prestressed. The standard is now designated ANSI/AWWA C300. The

27、first edition of this standard was approved as tentative on Dec. 11, 1947. It was revised and approved as a standard on Jan. 13, 1952. The second edition was approved as tentative on July 19, 1957, and made a standard on Jan. 27, 1964. Subsequent editions of ANSI/AWWA C300 were approved by the AWWA

28、Board of Directors on Jan. 28, 1974; May 16, 1982; July 26, 1989; Feb. 2, 1997; June 13, 2004; and Jan. 23, 2011. This edition was approved on June 19, 2016. Installation, design, and other data pertaining to this type of pipe are described by AWWA Manual M9, Concrete Pressure Pipe. * American Natio

29、nal Standards Institute, 25 West 43rd Street, Fourth Floor, New York, NY 10036. Copyright 2017 American Water Works Association. All Rights Reserved. viii I.C. Acceptance. In May 1985, the US Environmental Protection Agency (USEPA) entered into a cooperative agreement with a consortium led by NSF In

30、ternational (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 AwwaRF) and the Conference of State Health and Environmental

31、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 water rests with individual states.* Local agencies may choose

32、 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. Specific policies of the state or local agency. 2. Two standards deve

33、loped under the direction of NSF : NSF/ANSI 60, Drinking Water Treatment ChemicalsHealth Effects, and NSF/ANSI 61, Drinking Water System ComponentsHealth Effects. 3. Other references, including AWWA standards, Food Chemicals Codex, Water Chemicals Codex, and other standards considered appropriate by

34、 the state or local agency. Various certification organizations may be involved in certifying 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 o

35、rganizations 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 unspecifie

36、d list of “unregulated contaminants” are based on toxicity testing guidelines (noncarcinogens) and risk characterization methodology (carcinogens). Use of Annex A procedures may not always be identical, depending on the certifier. ANSI/AWWA C300 does not address additives requirements. Users of this

37、 stan- dard should consult the appropriate state or local agency having jurisdiction in order to * Persons outside the United States should contact the appropriate authority having jurisdiction. NSF International, 789 North Dixboro Road, Ann Arbor, MI 48105. Both publications available from National

38、 Academy of Sciences, 500 Fifth Street, NW, Washington, DC 20001. Copyright 2017 American Water Works Association. All Rights Reserved. ix 1. Determine additives requirements, including applicable standards. 2. Determine the status of certifications by parties offering to certify products for contac

39、t with, or treatment of, drinking water. 3. Determine current information on product certification. II. Special Issues. Special issues are addressed in AWWA Manual M9, Concrete Pressure Pipe, and in Sec. II.A. II.A. Chlorine and Chloramine Degradation of Elastomers. The selection of materials is cri

40、tical for water service and distribution piping in locations where there is a possibility that elastomers will be in contact with chlorine or chloramines. Documented research has shown that elastomers such as gaskets, seals, valve seats, and encapsulations may be degraded when exposed to chlorine or

41、 chloramines. The impact of degradation is a function of the type of elastomeric material, chemical concentration, contact surface area, elastomer cross section, and environmental conditions as well as temperature. Careful selection of, and specifications for, elastomeric materials and the specifics

42、 of their application for each water system component should be considered to provide long-term usefulness and minimum degradation (swelling, loss of elasticity, or softening) of the elastomer specified. III. Use of This Standard. It is the responsibility of the user of an AWWA standard to determine

43、 that the products described in that standard are suitable for use in the particular application being considered. III.A. Purchaser Options and Alternatives. Purchasers are advised that, while this standard presents information on materials and procedures of manufacture of the pipe, it does not cont

44、ain all of the engineering information needed to prepare a complete specification for a particular pipeline installation. A specific installation may require more restrictive provisions than those in the standard and most certainly will require additional design and installation features. Reference

45、to AWWA Manual M9, Concrete Pressure Pipe, should be considered a supplement to the use of this standard, and information in the manual should not be regarded as superseding any portion of this standard. The purpose of AWWA Manual M9 is to provide information concerning some of the various subjects

46、to be considered in, and the minimum standard of practice for, the design and installation of concrete pressure pipelines. The following information should be provided by the purchaser: 1. Standard usedthat is, ANSI/AWWA C300, Reinforced Concrete Pressure Pipe, Steel-Cylinder Type, of latest revision. Copyright 2017 American Water Works Association. All Rights Reserved.