AWWA-C602-2006.pdf
Copyright © 2006 American Water Works Association, All Rights Reserved. The Authoritative Resource on Safe Water® ANSI/AWWA C602-06 (Revision of ANSI/AWWA C602-00) AWWA Standard Effective date: Aug. 1, 2006. First edition approved by AWWA Board of Directors June 17, 1955. This edition approved Feb. 12, 2006. Approved by American National Standards Institute April 6, 2006. Cement Mortar Lining of Water Pipelines in Place4 In. (100 mm) and Larger Advocacy Communications Conferences Education and Training ?Science and Technology Sections 6666 West Quincy Avenue Denver, CO 80235-3098 T 800.926.7337 www.awwa.org Copyright American Water Works Association Provided by IHS under license with AWWA Licensee=IHS Employees/1111111001, User=Wing, Bernie Not for Resale, 03/21/2007 07:37:59 MDTNo reproduction or networking permitted without license from IHS -,-,- Copyright © 2006 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 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. 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 on the first page of the classified advertising section of Journal AWWA. The action becomes effective on the first day of the month following the month of Journal AWWA 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. Science and Technology AWWA unites the entire water community by developing and distributing authoritative scientific and technological knowledge. Through its members, AWWA develops industry standards for products and processes that advance public health and safety. AWWA also provides quality improvement programs for water and wastewater utilities. 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 © 2006 by American Water Works Association Printed in USA Copyright American Water Works Association Provided by IHS under license with AWWA Licensee=IHS Employees/1111111001, User=Wing, Bernie Not for Resale, 03/21/2007 07:37:59 MDTNo reproduction or networking permitted without license from IHS -,-,- Copyright © 2006 American Water Works Association, All Rights Reserved. iii Committee Personnel The Steel Water Pipe-Manufacturers Technical Advisory Committee (SWPMTAC) Task Group for C602, which developed this standard, had the following personnel at the time: Bruce J. Britton, Chair H.H. Bardakjian, Ameron International, Rancho Cucamonga, Calif.(AWWA) B.J. Britton, W. Walsh Company, Attleboro, Mass.(AWWA) R.J. Card, Victaulic Depend-O-Lok Inc., Atlanta, Ga.(AWWA) J.R. Davenport, Northwest Pipe Company, Riverside, Calif.(AWWA) J.E. Hohider, Heitkamp Inc., Watertown, Conn.(AWWA) G. Mallakis, J. Fletcher Creamer limits of pipeline shutdowns, if service requirements make these limits necessary; location of access manholes; location, type, and size of valves; location of interconnecting pipelines, hydrant branches, and service pipes; location of fittings and restrictions that could interfere with cleaning and lining oper- ations; location, diameter, and connections of temporary bypass, if required; and other details of the pipe within the scope of the contract between the purchaser and the constructor. 3.Thickness of cementmortar lining.Nominal thickness of cementmortar lining required (Sec. 4.4.5). 4.Services provided by purchaser.Description of services or field operations to be performed by the purchaser, such as locating the main to be cleaned and lined; removal and replacement of line valves; operation of valves; tagging valves that sepa- rate the main to be cleaned and lined from the water system to prevent accidental opening; shutting off inflow of water from connecting pipelines; locating and operat- ing blowoffs; connecting and disconnecting temporary bypasses to customer services; obtaining permits required for the work; handling customer contacts; disinfection; and conducting flow tests. 5.Additional work to be performed by constructor.Description of work, including repairs to deteriorated pipe; extra thickness of lining over the rivet heads and lockbar seams; excavation, backfill, and resurfacing work at access excavations; method of opening and closing access openings in the pipeline; supplying, laying, and removing temporary bypass pipe; and operation of main-line or blowoff valves. NOTE: When it is necessary to repair deteriorated pipe before lining, the pipe will be repaired by the purchaser or under provisions of the contract between the purchaser and the constructor. 6.Water for cleaning and lining operations.Location of water sources, method of supplying, quantity available, and pressure information. 7.Disposal of cleaning water and debris.Requirements for the disposal of cleaning water, old lining, and other debris; instructions regarding permits from the responsible authorities. 8.Permissible cementmortar materials.Preference for, or any restrictions on, type of portland cement or admixtures to be used in lining mortar. Copyright American Water Works Association Provided by IHS under license with AWWA Licensee=IHS Employees/1111111001, User=Wing, Bernie Not for Resale, 03/21/2007 07:37:59 MDTNo reproduction or networking permitted without license from IHS -,-,- Copyright © 2006 American Water Works Association, All Rights Reserved. xi 9.Purchaser options.Options that may be specified by the purchaser after reviewing the following items in the sections noted: a.Whether compliance with NSF/ANSI 61, Drinking Water System Compo- nentsHealth Effects, is required, in addition to the requirements of the Safe Drinking Water Act. b.Details and requirements of state, local, and provincial requirements (Sec. 4.3.1). c.Portland cement (Sec. 4.3.2). d.Use of admixtures (Sec. 4.3.3, 4.4.1, and 4.4.2). e.Mortar lining thickness (Sec. 4.4.5). f.Access openings (Sec. 4.5.1). g.Traffic control (Sec. 4.5.1). h.Surface finish (Sec. 4.5.4). i.Cleaning of valves; new bolts and gaskets (Sec. 4.5.6.1 and 4.5.6.2). j.Curing by purchaser (Sec. 4.5.7.3). k.Temporary bypass to customers (Sec. 4.6). l.Disinfection of temporary bypass (Sec. 4.6.2). m.Leaking valves (Sec. 4.7.2). n.Access openings for lining for new pipe (Sec. 4.8.1). o.Surface finish for new pipe (Sec. 4.8.4). p.Affidavit of compliance (Sec. 6.3). III.B.Modification to Standard.Any modification to the provisions, defini- tions, or terminology in this standard must be provided by the purchaser. IV.Major Revisions.The major changes made to the standard in this edition include the following: 1.Added materials language in Sec. 4.3. 2.Deleted excessively cracked and drummy areas in Sec. 5.2.5 and Sec. 5.3.5. 3.Guarantee language in Sec. 5.2.7 and Sec. 5.3.8 was deleted. 4.Liquidated damage language in the footnote to Table 2 was deleted. V.Comments.If you have any comments or questions about this standard, please call the AWWA Volunteer and (2) that the lining of bends, specials, and areas adjacent to valves shall be machine sprayed and hand troweled or, where machine placement is impractical, shall be performed manually. Copyright American Water Works Association Provided by IHS under license with AWWA Licensee=IHS Employees/1111111001, User=Wing, Bernie Not for Resale, 03/21/2007 07:37:59 MDTNo reproduction or networking permitted without license from IHS -,-,- Copyright © 2006 American Water Works Association, All Rights Reserved. 2AWWA C602-06 Sec. 1.2Purpose The purpose of this standard is to define the minimum requirements for cementmortar lining of water pipelines, 4 in. (100 mm) and larger, in place, including materials, design, and methods for construction. Sec. 1.3Application This standard can be referenced in specifications for cementmortar lining of water pipelines in place, 4 in. (100 mm) and larger. SECTION 2:REFERENCES This standard references the following documents. In their latest editions, these documents form a part of this standard to the extent specified within this standard. In any case of conflict, the requirements of this standard shall prevail. ANSI*/AWWA C500Metal-Seated Gate Valves for Water Supply Service. ANSI/AWWA C504Rubber-Seated Butterfly Valves. ANSI/AWWA C509Resilient-Seated Gate Valves for Water Supply Service. ASTM C40Standard Test Method for Organic Impurities in Fine Aggregates for Concrete. ASTM C143Standard Test Method for Slump of Hydraulic Cement Concrete. ASTM C150Standard Specification for Portland Cement. ASTM C494Standard Specification for Chemical Admixtures for Concrete. ASTM E11Standard Specification for Wire Cloth and Sieves for Testing Purposes. SECTION 3:DEFINITIONS The following definitions shall apply in this standard: 1.Constructor:The party that provides the work and materials for placement or installation. *American National Standards Institute, 25 West 43rd Street, Fourth Floor, New York, NY 10036. ASTM International, 100 Barr Harbor Drive, West Conshohocken, PA 19428. Copyright American Water Works Association Provided by IHS under license with AWWA Licensee=IHS Employees/1111111001, User=Wing, Bernie Not for Resale, 03/21/2007 07:37:59 MDTNo reproduction or networking permitted without license from IHS -,-,- Copyright © 2006 American Water Works Association, All Rights Reserved. CEMENTMORTAR LINING OF WATER PIPELINES IN PLACE4 IN. (100 mm) AND LARGER3 2.Manufacturer:The party that manufactures, fabricates, or produces materials or product. 3.Purchaser:The person, company, or organization that purchases any materials or work to be performed. SECTION 4:REQUIREMENTS Sec. 4.1Workmanship Work shall be performed by trained personnel under the supervision of experienced persons skilled in the application of cementmortar lining to pipelines in place. Sec. 4.2Equipment The constructors equipment for cleaning, applying, and troweling cement mortar in the pipe and for curing the cementmortar lining shall be so designed and manufactured and in a condition to permit the workers to follow the procedure and obtain the results prescribed in this standard. Sec. 4.3Materials for Construction 4.3.1Materials.Materials shall comply with the requirements of the Safe Drinking Water Act and other federal requirements. 4.3.2Portland cement.Portland cement shall conform to the requirements of ASTM C150 for type I or type II cement, or as otherwise specified by the purchaser. 4.3.3Admixtures.To improve workability, density, and strength in the mortar, admixtures conforming to ASTM C494 may be used at the option of the constructor, unless otherwise required by the purchaser, provided that the ratio of admixture to portland cement does not exceed that used in the qualification tests of ASTM C494. No admixtures shall be used that would have a deleterious effect on potable water flowing in the pipe after the lining has been placed. 4.3.4Sand.Sand shall consist of inert granular material. The grains shall be strong, durable, and uncoated. The sand shall be well graded and shall pass a No. 16 mesh screen, with not more than 5 percent passing a US Standard Sieve No. 100. (For screen and sieve sizes, refer to ASTM E11.) Copyright American Water Works Association Provided by IHS under license with AWWA Licensee=IHS Employees/1111111001, User=Wing, Bernie Not for Resale, 03/21/2007 07:37:59 MDTNo reproduction or networking permitted without license from IHS -,-,- Copyright © 2006 American Water Works Association, All Rights Reserved. 4AWWA C602-06 4.3.4.1Deleterious substances in sand.Sand shall be clean. The total com- bined weight of dust, clay, loam, lumps, shale, soft or flaky particles, mica, oil, alkali, and other deleterious substances shall not exceed 3 percent of the total combined weight of the deleterious substances and the sand containing them. In addition, the following limitations shall apply to specific substances: 4.3.4.2Organic impurities.Sand shall not show a color value darker than the “reference standard color solution” prepared as required in ASTM C40. 4.3.5Water.Water for mixing mortar shall be clean and free of mud, oil, and injurious amounts of organic material or other deleterious substances. Potable water shall be used. Sec. 4.4General CementMortar Lining Design 4.4.1Composition.Mortar for the lining shall be composed of cement, sand, and water that have been well mixed and of
