ANSI ASC O5 O5.5-2010 Wood Ground Wire Moulding Specifications and Dimensions.pdf

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1、 ANSI O5.5-2010 (reaffirmed 2016) Wood Ground Wire Moulding: Specifications and Dimensions AMERICAN NATIONAL STANDARD FOR WOOD UTILITY PRODUCTS Accredited Standards Committee O5 was first organized in 1924 by the Bell Telephone System and the U.S. Independent Telephone Associations American Standard

2、s Association (ASA) Telephone Group. The Exchange Carrier Standards Association (ECSA), which later became the Alliance for Telecommunications Industry Solutions (ATIS), accepted sponsorship and Secretariat responsibility for ASC O5 in 1985. The American Wood Protection Association (AWPA) then assum

3、ed the role of Secretariat, effective January 1, 2011. ASC O5 is jointly accredited with its Secretariat by the American National Standards Institute. This committee develops standards for wood poles, crossarms, braces, and glue laminated timber for utility structures. For more information, visit th

4、e ASC O5 website at www.asco5.org. Founded in 1904, the American Wood Protection Association (AWPA) is a non-profit organization that promulgates voluntary standards for technologies which protect wood from degradation. AWPA Standards are developed by its technical committees in an open, consensus-b

5、ased process that involves individuals from all facets of wood preservation: Producers of preservatives and preservative components; producers of treated and untreated wood products; end users of treated wood; engineers, architects and building code officials; government entities, academia, and othe

6、r groups with a general interest in wood preservation. AWPAs Standards are universally specified for wood protection in the USA, and are recognized worldwide. For more information visit the AWPA website at . AMERICAN NATIONAL STANDARD Approval of an American National Standard requires review by ANSI

7、 that the requirements for due process, consensus, and other criteria for approval have been met by the standards developer. Consensus is established when, in the judgment of the ANSI Board of Standards Review, substantial agreement has been reached by directly and materially affected interests. Sub

8、stantial agreement means much more than a simple majority, but not necessarily unanimity. Consensus requires that all views and objections be considered, and that a concerted effort be made towards their resolution. The use of American National Standards is completely voluntary; their existence does

9、 not in any respect preclude anyone, whether he has approved the standards or not, from manufacturing, marketing, purchasing, or using products, processes, or procedures not conforming to the standards. The American National Standards Institute does not develop standards and will in no circumstances

10、 give an interpretation of any American National Standard. Moreover, no person shall have the right or authority to issue an interpretation of an American National Standard in the name of the American National Standards Institute. Requests for interpretations should be addressed to the secretariat o

11、r sponsor whose name appears on the title page of this standard. CAUTION NOTICE: This American National Standard may be revised or withdrawn at any time. The procedures of the American National Standards Institute require that action be taken periodically to reaffirm, revise, or withdraw this standa

12、rd. Purchasers of American National Standards may receive current information on all standards by calling or writing the American National Standards Institute. Notice of Disclaimer & Limitation of Liability: The information provided in this document is directed solely to professionals who have the a

13、ppropriate degree of experience to understand and interpret its contents in accordance with generally accepted engineering or other professional standards and applicable regulations. No recommendation as to products or vendors is made or should be implied. NO REPRESENTATION OR WARRANTY IS MADE THAT

14、THE INFORMATION IS TECHNICALLY ACCURATE OR SUFFICIENT OR CONFORMS TO ANY STATUTE, GOVERNMENTAL RULE OR REGULATION, AND FURTHER, NO REPRESENTATION OR WARRANTY IS MADE OF MERCHANTABILITY OR FITNESS FOR ANY PARTICULAR PURPOSE OR AGAINST INFRINGEMENT OF INTELLECTUAL PROPERTY RIGHTS. AWPA SHALL NOT BE LI

15、ABLE, BEYOND THE AMOUNT OF ANY SUM RECEIVED AS PAYMENT FOR THIS DOCUMENT, WITH RESPECT TO ANY CLAIM, AND IN NO EVENT SHALL AWPA BE LIABLE FOR LOST PROFITS OR OTHER INCIDENTAL OR CONSEQUENTIAL DAMAGES. AWPA EXPRESSLY ADVISES ANY AND ALL USE OF OR RELIANCE UPON THIS INFORMATION PROVIDED IN THIS DOCUME

16、NT IS AT THE RISK OF THE USER. NOTE - The users attention is called to the possibility that compliance with this standard may require use of an invention covered by patent rights. By publication of this standard, no position is taken with respect to whether use of an invention covered by patent righ

17、ts will be required, and if any such use is required no position is taken regarding the validity of this claim or any patent rights in connection therewith. ANSI O5.5-2010 (reaffirmed 2016), Wood Ground Wire Moulding: Specifications and Dimensions is an American National Standard developed by ASC O5

18、 Wood Utility Products. Published by American Wood Protection Association P.O. Box 36174 Birmingham, AL 35236 Copyright 2016 by American Wood Protection Association. All rights reserved. No part of this publication may be reproduced in any form, in an electronic retrieval system or otherwise, withou

19、t the prior written permission of the publisher. For information contact AWPA at 205.773.4077. AWPA is online at . Printed in the United States of America. ANSI O5.5.2010 (reaffirmed 2016) American National Standard for Wood Utility Products Wood Ground Wire Moulding: Specifications and Dimensions S

20、ecretariat American Wood Protection Association, Inc. Approved September 23, 2016 American National Standards Institute, Inc. ANSI O5.5-2010 (reaffirmed 2016) Foreword This standard provides minimum specifications for the quality and dimensions of wood moulding used to protect ground wires on utilit

21、y pole structures. This standard was developed by Accredited Standards Committee O5 Wood Utility Products (ASC O5) under the procedural administration of the American Wood Protection Association (AWPA). ASC O5 was organized in December 1924 and has produced revisions of this standard from time to ti

22、me as required or deemed beneficial. This standard is the 2016 reaffirmation of American National Standard ANSI O5.5-2010. Suggestions for improvement of this standard will be welcomed. They should be sent to ASC O5 through its Secretariat: American Wood Protection Association, P.O. Box 361784, Birm

23、ingham, AL 35236 . This standard was processed and approved for submittal to ANSI by ASC O5. Committee approval of this standard does not necessarily imply that all committee members voted for its approval. At the time it processed and approved this standard, ASC O5 had the following leadership and

24、members: Nelson. Bingel, ASC O5 Chair Brian Flynn, ASC O5 Vice-Chair Colin McCown, ASC O5 Executive Secretary and Editor Organization Represented Name of Representative A.W Williams Inspection Company Edward Williams, Jr. Alabama Power Company Alan Blankenship Alamco Wood Products, LLC Todd Brown Am

25、erican Transmission Company Justin Kavanaugh Bob Kluge (Alt.) APA The Engineered Wood Association B.J. Yeh Arch Wood Protection Tim Carey Will Cox (Alt.) Bell Lumber & Pole Company Jim Fixsen Brett Franks (Alt.) Brooks Manufacturing Company Shannon Terrell Dwayne Carter (Alt.) CenturyLink Mike Farga

26、no Joe Fife (Alt.) ComEd David DHooge Cox Industries Jim Healey Byron Altman (Alt.) Dis-Tran Overhead Solutions, LLC Pat Bordelon Jerry George (Alt.) EDM International Rob Nelson Andy Stewart (Alt.) Hughes Brothers, Inc. Larry Vandergriend Intec Services, Inc. Andy Kudick Laminated Wood Systems, Inc

27、. Bob Reisdorff Langdale Forest Products Company Jim Hickman Eric Nall (Alt.) Lufkin Creosoting Company David Vines McFarland Cascade, A Stella-Jones Co. Kyle Cassidy Bob Baeppler (Alt.) McIntyre Associates, Inc. Craig McIntyre Minnesota Power Reed Rosandich Mississippi State University Mike Barnes

28、Organization Represented Name of Representative National Rural Electric Cooperatives Association Jim Carter Nick Klein (Alt.) North American Wood Pole Council Martin Rollins Kevin Ragon (Alt.) Oregon State University Jeff Morrell Osmose Utilities Services, Inc. Nelson Bingel Outside Plant Consulting

29、 Services, Inc. Larry Slavin Power Line Systems, Inc. Otto Lynch Brandon Grillon (Alt.) Public Service New Mexico Norm Sedillo Rogers International Consulting, Inc. J.R. Gonzalez Michael Marohn (Alt.) Rural Utilities Service (USDA) Wilson Johnson Norris Nicholson (Alt.) Southern California Edison Br

30、ian Flynn Southern Pressure Treaters Association Joey Wheat Phil Myers (Alt.) State University of New York Bill Smith Bob Meyer (Alt.) T.R. Miller Mill Company Ron Cauley Telcordia (Ericsson) Trevor Bowmer Texas Electric Cooperatives Carlton Penney Thomasson Company Randy Deweese Brent Gray (Alt.) T

31、imber Products Inspection Mike Dilbeck University of Minnesota Jerry Winandy VPC Energy, Inc. Art Peralta Western Area Power Administration Gerald Paulson Karen Rowe (Alt.) Western Wood Preservers Institute Robert West Dallin Brooks (Alt.) Wood Preservation Canada Henry Walthert Craig Frohlich (Alt.

32、) ANSI O5.5-2010 (reaffirmed 2016) Table of Contents 1 Scope .1 2 Normative references .1 3 Material & dimensions 1 3.1 Wood species .1 3.2 Dimensions (Dry), Dressed, & Beveled 1 3.3 Tolerances 1 3.4 Lengths .2 4 Quality of lumber 2 4.1 Knots .2 4.2 Checks 2 4.3 Decay 2 4.4 Bark .2 4.5 Warp .2 4.6 C

33、ross grain2 5 Moisture content .2 6 Manufacturing requirements 2 6.1 Workmanship 2 6.2 Details .2 7 Preservative treatment .2 8 Results of treatment .3 8.1 Depth of penetration .3 8.1.1 Sampling method 3 8.1.2 Surrogate method .3 8.2 Determination of retention 3 8.2.1 Sampling method 3 8.2.2 Surroga

34、te method .3 8.3 Effects of treatments and cleanliness .3 9 Storage .3 Table of Figures Figure 1 - Dimensions for wood ground wire moulding 4 AMERICAN NATIONAL STANDARD ANSI O5.5.2010 (reaffirmed 2016) American National Standard for Wood Poles and Wood Products - Wood Ground Wire Moulding Specificat

35、ions & Dimensions - 1 - 1 Scope This standard provides minimum specifications for the quality and dimensions of wood moulding used to protect ground wires on utility pole structures. 2 Normative References The following standards contain provisions which, through reference in this text, constitute p

36、rovisions of this American National Standard. At the time of publication, the editions indicated were valid. All standards are subject to revision, and parties to agreements based on this American National Standard are encouraged to investigate the possibility of applying the most recent editions of

37、 the standards indicated below. AWPA U1, Use Category System - User Specifications for Treated Wood.1AWPA T1, Use Category System - Processing and Treatment Standard.1 3 Material & Dimensions 3.1 Wood Species These specifications cover ground wire moulding made of Douglas-fir (Pseudotsuga menziesii)

38、 or red oak (Quercus rubra group). 3.2 Dimensions (Dry), Dressed, & Beveled Width Height Groove Width Groove Height 7/8 in. (22 mm) 3/4 in (19 mm) 7/16 in (11 mm) 7/16 in (11 mm) 1 in (25 mm) 7/8 in (22 mm) 1/2 in (13 mm) 1/2 in (13 mm) 1 3/8 in (35 mm) 1 1/8 in (29 mm) 3/4 in (19 mm) 3/4 in (19 mm)

39、 1 3/4 in (44 mm) 1 7/16 in (37 mm) 1 in (25 mm) 1 in (25 mm) 3.3 Tolerances The allowable tolerances are measured in the dry condition and are as follows: Cross-section dimensions: 1/32 in (0.8 mm). Length: 1 in (25 mm). Bevel: 1/32 in (0.8 mm) 1/64 in (0.4 mm). 1)This document is available from th

40、e American Wood Protection Association. ANSI O5.5-2010 (reaffirmed 2016) - 2 - 3.4 Lengths Length of moulding will customarily be 8 ft (2.44 m). 4 Quality of Lumber Lumber for moulding consists of stock developed in the manufacturing of other standard grades, each piece being of a type suitable for

41、ripping into strips 1 in (25 mm) and wider and 8 feet (2.44 m) and longer. 4.1 Knots Knots shall not exceed 1/4 in (6 mm) in diameter and shall be sound and intergrown. 4.2 Checks Checks shall not exceed 8 in (203 mm) in length or 1/16 in (1.6 mm) in width measured in the dry condition. 4.3 Decay De

42、cay, rot, dote, brash wood, cross breaks (cracks), pitch seams, shakes, through-checks, splits, wane, insect damage, torn grain, and machine damage are prohibited. 4.4 Bark Bark or reduction of cross-section due to removal of bark shall not be permitted except within 6 in (152 mm) from the ends and

43、shall not exceed 1/8 in (3 mm) in depth. 4.5 Warp Warp shall not exceed 1/2 in (13 mm) in any two ft (610 mm) section at time of delivery. 4.6 Cross Grain Cross grain shall not exceed 1 in (25 mm) in any one ft (305 mm) section. 5 Moisture Content All lumber for moulding shall have an average moistu

44、re content of 18.0 percent or less to be considered as in the “dry condition”. 6 Manufacturing Requirements 6.1 Workmanship All moulding shall have smooth finished surfaces and square sawn ends. 6.2 Details The groove and shape details of moulding shall conform to the drawing (Figure 1). 7 Preservat

45、ive Treatment Ground wire moulding shall be treated with pentachlorophenol (PCP-A) or copper naphthenate (CuN) by a pressure process in accordance with AWPA Standard U1, Commodity Specification A (sawn products) to the requirements of Use Category 4A (UC4A). Initial steaming shall not be permitted.

46、ANSI O5.5-2010 (reaffirmed 2016) - 3 - 8 Results of Treatment 8.1 Depth of Penetration The preservative shall penetrate 100 percent of the cross-section (heartwood and sapwood) and shall be determined as follows: 8.1.1 Sampling Method A representative sample of 20 pieces of moulding shall be taken f

47、rom each charge and cut at least 12 inches (305 mm) from one end. Penetration is determined by visually examining the cross section, using chemical indicators if necessary. Either production pieces (over-length pieces may be used) or test pieces at least 2 feet (610 mm) in length, or a combination o

48、f both may be used. 8.1.2 Surrogate Method If the foregoing Sampling Method is not possible or practical and the volume of an individual charge containing moulding consists of more than fifty percent (50%) by volume Douglas-fir crossarms or other large timbers, the moulding shall be considered as me

49、eting the penetration requirement if the largest members in the charge meet the penetration requirements as specified in AWPA Standard T1, Section A. 8.2 Determination of Retention Retention shall be equal to or greater than the retention listed in AWPA Standard U1, Commodity Specification A, UC4A. Note that white oak treated with pentachlorophenol (PCP-A) is treated to refusal per AWPA Standard U1. Retention shall be determined as follows: 8.2.1 Sampling Method An additional 1/4 inch (6 mm) wafer shall be cut from the interior end of e