awwa c600 testing requirements pdf awwa c600 testing requirements pdf

0 0 m These AWWA Standards address all facets of water treatment and delivery. /Kids [ 3 0 R 4 0 R 5 0 R 6 0 R 7 0 R 8 0 R 9 0 R 10 0 R 11 0 R 12 0 R 13 0 R 14 0 R 15 0 R ] This includes material selection, testing methods and procedures, inspection requirements, and record keeping. 1.464 -3.565 l 1.911 -1.583 1.901 -1.412 1.897 -1.226 c f Also, pipelines intended for buried service should generally be tested with the backfill in place. -4.027 -4.367 -3.403 -4.553 -2.751 -4.553 c Q -1.403 0 l xmp.id:aed345ab-73fa-5f4a-b0b4-cf6ed22bbb08 -0.34 0.156 -0.709 0.27 -1.29 0.27 c q 0 0 m 4.326 -9.033 l 1 0 0 1 277.62109 355.2411 cm << 0.327 -1.024 0.327 -1.007 0.319 -0.866 c 2.241 -0.638 1.787 -0.894 1.206 -0.894 c Installations that require special attention, techniques, and. endstream endobj 250 0 obj <>>>/Resources 261 0 R/Subtype/Form>>stream 1.603 -2.283 2.553 -1.829 2.993 -1.021 c 0 0 m q Special consideration must also be given when multiple piping products are used.". 0 0 m 2.115 -2.448 l << 11.317 -9.898 l 69.124 14.772 l 0 Tc 3.701 4.017 4.187 3.234 4.187 2.023 c << /Type /Page -0.006 Tw General B. 0 0 m 1.903 0 l 0 0 m /TrimBox [ 0 0 612 792 ] Q -0.403 -0.62 -0.641 -1.299 -0.765 -1.728 c American Water Works Association works closely with government officials on policy and advocacy in the water industry. (This\040is\040a\040preview\040of\040\042AWWA\040C600\05510\042\056\040Click\040here\040to\040purchase\040the\040full\040version\040from\040the\040ANSI\040store\056) Tj 2.139 1.284 m /GS1 65 0 R 1.153 -0.993 l /CS0 cs /C2_0 39 0 R 0.6 7.089 1.148 7.384 1.52 7.665 c -0.11 -0.523 -0.285 -0.737 -0.285 -1.103 c Q 1 0 0 1 293.9146 354.72839 cm /TT0 60 0 R -0.695 3.105 -1.815 1.361 -1.815 -0.751 c /CropBox [ 0 0 612 792 ] -0.285 -1.568 0.138 -1.83 0.57 -1.83 c -5.871 -1 Td /T1_2 1 Tf AWWA C600 is a standard for pressure testing of municipal water systems. /Annots [ 18 0 R ] f 0.031 -0.03 l 2.241 -0.638 1.787 -0.893 1.205 -0.893 c f 2.936 0.694 2.851 0.17 2.539 -0.241 c completely from the section of piping under test. Q The pump should be isolated from the line during the actual test period. /GS2 gs 1 0 0 1 268.6958 377.6796 cm Looking for answers to your DI pipe questions? 0.323 -0.689 0.746 -0.642 1.031 -0.642 c Attention to detail is of the utmost importance: Anyone who has searched for a leak will attest to the importance of proper installation. endobj ", Deflection of joints -after the pipe is homed. 0.566 0 l Effective . 3.02 -1.021 l 0.556 1.298 0 0.808 0 0 c h This edition approved Jan. 14, 2017. 2.044 3.317 l HLN0y 0.637 -1.35 0.694 -1.545 0.937 -1.545 c 0.972 -0.664 0.62 0 0 0 c 1.776 -1.599 l /Parent 1 0 R /Resources << 1.852 0 1.852 1.953 1.852 3.146 c >> 1 0 0 1 278.43021 349.7357 cm /T1_1 85 0 R Much time, effort, and care have been expended installing a water line. /GS2 64 0 R -1.768 -3.53 -0.972 -2.983 -0.63 -2.983 c */XYrw{' .H Y ==2* sY+J]q( 6v. 0 0 m Q 1.459 0 l -1.611 0.337 -1.15 0.57 -0.651 0.57 c -4.027 -4.367 -3.404 -4.553 -2.751 -4.553 c h 0.637 -1.141 l 0 5.835 l 0.323 -0.689 0.747 -0.642 1.032 -0.642 c f 3.078 2.17 3.673 1.12 3.673 0 c 1.801 -0.993 l 468 0 l >> Q 2.158 -1.118 l Q -1.433 4.084 l Engineering professionals often include on-site training by the manufacturer in the project specification to ensure training is completed. 5.658 2.184 3.999 3.644 1.829 3.644 c /C2_0 39 0 R 2.316 1.477 2.45 1.994 2.45 2.289 c American Water Works Association q << /Type /Page 2.936 1.263 l 1.52 7.089 1.344 6.395 1.22 5.804 c 0.078 -0.32 0.229 -0.32 0.229 -0.456 c 0.637 1.16 l /Contents 17 0 R 0.641 -1.462 l 0.637 0 l /Type /Pages 10.21 0.17 10.721 -1.064 10.721 -2.694 c hbbd``b`@ U,OT aH11012X10 30 )~ /T1_2 85 0 R 1.131 0.266 1.307 0.133 1.307 -0.262 c -1.986 -2.325 -0.582 -3.999 1.829 -3.999 c /GS2 gs h 3.021 -1.021 l 1.717 -1.659 l 2.933 0 Td /CropBox [ 0 0 612 792 ] /Count 13 /Font << endobj 1 0 0 1 274.2681 377.6796 cm h q 0.5 w 0.181 1.227 -0.076 1.849 -0.984 1.849 c /Rotate 0 4.808 -7.304 l 0 0 m Cover: Includestheabbreviation for thestandard name in the upper righthand corner. 0.637 -2.097 l 0 1.092 0.596 2.17 1.829 2.17 c 1.593 -2.102 1.593 -2.05 1.57 -1.628 c -1.675 0.576 -1.23 0.871 -0.765 0.871 c -4.623 -4.07 l q 1 0 0 1 109.1611 685.90669 cm -1.055 -1.3 -0.951 -1.064 -0.713 0.103 c 2.325 0.76 l -2.12 -0.247 -1.649 -0.713 -0.841 -0.713 c -3.081 -5.243 -1.964 -4.564 -1.127 -4.017 c 0 0 m from application/x-indesign to application/pdf >> /T1_1 49 0 R -3.219 -3.389 -2.581 -4.424 -1.248 -4.424 c -1.026 1.903 -1.845 3.848 -2.398 5.659 c 2.272 -3.565 l Q /Rotate 0 1.327 -2.652 l q Together, we are Building Iron Strong Utilities for Generations! Find a Standards Committee of interest. h 0 0 m 0.709 5.361 -0.284 5.148 -1.021 4.808 c >> -0.279 2.333 -0.641 2.023 -0.982 1.595 c 2.61 0 l -3.999 -5.9 -5.204 -4.268 -5.204 -2.042 c stream BT 1 0 0 1 124.87289 700.60249 cm 0.56 0.732 0.228 0.661 -0.019 0.547 c 0.774 3.679 l -0.304 0.585 -0.119 0.556 0.057 0.504 c 1.459 0 l /TT0 60 0 R h 3.588 1.39 l 4.808 -7.303 l -0.019 Tw 485 0 obj <>/Encrypt 470 0 R/Filter/FlateDecode/ID[<04A80A15CDD3184792EEFAD82944636F>]/Index[469 27]/Info 468 0 R/Length 82/Prev 74489/Root 471 0 R/Size 496/Type/XRef/W[1 2 1]>>stream 1 0 0 1 99.8298 669.5269 cm -0.237 -0.133 -0.504 -0.247 -0.813 -0.247 c 0.565 0 l Find decades of Ductile iron expertise with installation guides, videos, tip sheets, training resources, and more in our Learning Center. This is especially true if the line is exposed to direct sunlight. xmp.iid:28f67be3-fa47-ce4c-bc0d-4b89626fd7b4 12 -39.6 l 1.383 -0.57 1.269 -0.55 1.155 -0.55 c 4.51 -2.411 m /ColorSpace 20 0 R 18 0 obj The last two digitsindicatethe year itwas approved, withany applicablerevision information listed at the bottom. uuid:30eca241-7de2-456d-bac9-3192a24bd32d endobj 0.98 0.76 l 1.074 -1.278 0.922 -1.364 0.728 -1.364 c 4.127 -1.702 3.787 -1.645 3.446 -1.645 c AWWA C600-17 (Print+PDF) Installation of Ductile Iron Water Mains and Their Appurtenances Look Inside This standard covers the minimum requirements for the installation of ductile-iron water mains and their appurtenances, including materials, dimensions, tolerances, and testing procedures. 1.801 0 l /GS2 gs 2.956 -0.76 2.956 -0.437 2.59 -0.437 c 4.529 -9.033 l 0.794 -0.77 0.665 -0.328 0.665 0.076 c 0 0.465 l [ <0c> -6 <10> -10 <11> -11 (\215) 45 <011918> -14 (\214\031\202) -21 <16> -12 <7f> -5 (\216) -16 <0a> -62 <15> -31 (\216) -16 <16> -19 (\203) -17 (\202\031) ] TJ -0.248 0.871 0 0.457 0 0 c f V. Verification includesmaterial tests and manufacturing processes to ensure product quality 1 0 0 1 138.7002 667.5842 cm /Height 122 1.193 -1.148 1.262 -1.348 1.262 -1.742 c highway and railroad crossings 1.9 -7.303 l -4.807 1.007 -3.432 1.702 -1.943 1.702 c Q The Mc Wane Ductile Double Bump protocol is an excellent diagnostic process written for operators to differentiate a leak from trapped air: If the amount of make-up water remains the same or slightly improves, this is an indicates trapped air. (\037\036) Tj /T1_2 49 0 R -0.049 Tw >> 4 M 0.561 0.732 0.228 0.661 -0.019 0.546 c 1.901 0 l BT Laying 1. . h endstream endobj startxref Purchase print or pdf versions ofAWWA standards and manuals. 6.949 -1.985 l /GS2 gs /T1_4 49 0 R -5.204 0.071 -3.957 1.745 -1.673 1.745 c /F1 54 0 R /Rotate 0 0.665 0.441 0.865 0.803 1.278 0.803 c 0 Tc h /T1_3 85 0 R -0.403 -3.219 -0.403 -3.353 -0.527 -3.781 c Q 0.181 0.371 l /T1_0 1 Tf /BleedBox [ 0 0 612 792 ] (Revision of ANSI/AWWA C600-10) AWWA Standard Installation of Ductile-Iron Mains and Their Appurtenances Effective date: July 1, 2017. As new technologies emerge, new standards are developed. Q q -1.744 1.849 -2.12 1.264 -2.12 0.556 c 1.644 -0.841 0.62 -1.58 -0.869 -2.171 c -0.732 -1.034 -0.408 -1.365 0.001 -1.365 c 1.852 4.186 1.7 5.835 0.19 5.835 c h /Pages 1 0 R Use of theStandard:Includes anyoptions oralternatives in the foreword. 3.793 -3.318 l 1.901 -7.303 l f <>/XObject<>/ProcSet[/PDF/Text/ImageB/ImageC/ImageI] >>/MediaBox[ 0 0 612 792] /Contents 4 0 R/Group<>/Tabs/S/StructParents 0>> 2.411 3.971 2.936 3.574 2.936 2.397 c 0 30.063 l mY+lim ]O PavS!1rTT,mYfNpervAM =Iiux_d6}F@``!,>3n.w-ml(6p>&,\*1`aDpheQ`yr8 *>T'ld4eL[\oTF s%0g-b 7%6|ZSsY y[C1cm#]hjFv.oA.H i \_FM TXgPmht}&K]Y2le1x-0CJ rg|kNpxXp_ #G7dS_Q`1RsBSevHAm-:&^~t 1 0 0 1 276.9272 353.4496 cm /Subtype /Image q 0.641 -1.462 l 0.012 Tc 0.956 -0.262 l 1.852 -3.997 l 1 0 0 1 84.4866 667.5842 cm 2.798 0.257 1.833 1.245 0.622 1.245 c q /BleedBox [ 0 0 612 792 ] 0.01 Tw 2.936 0.695 2.85 0.17 2.539 -0.241 c -1.964 -1.462 l -3.304 -5.942 -4.041 -5.814 -4.736 -5.629 c <0a10> Tj 3 0 obj endobj 10.083 -7.913 l /Contents 99 0 R 1 0 0 1 317.19679 350.7831 cm -0.238 -1.483 -0.038 -1.416 0.071 -1.369 c There is a better solution, which is to base training from documented resources such as the AWWA M41 Manual or the ANSI/AWWA C600 Installation Guide for Ductile-Iron Mains and Their Appurtenances. stream 2.936 1.262 l There is an extremely good chance that the most common installation, regardless of the pipe material, is improper tightening/torque of MJ bolts. /CS0 66 0 R Leakage shall not be measured by a drop, These formulas are based on an allowable leakage of 11.65, gpd/mi/in. -1.592 -3.574 -1.923 -2.88 -1.923 -2.2 c /GS2 63 0 R /TrimBox [ 0 0 612 792 ] 3.928 -7.913 l 2.994 7.434 4.313 5.709 4.313 3.057 c /Producer (PyPDF2) f f 1.901 0 l -0.085 -1.953 -0.276 -1.978 -0.538 -1.978 c 6.356 0 l 0.103 -1.802 -0.279 -1.788 -0.703 -1.788 c >> f 1.126 -8.152 0.01 -9.216 -1.148 -9.216 c /GS0 62 0 R q This edition approved June 6, 1993. 0.575 -0.556 l 3.801 -2.808 3.006 -3.148 2.084 -3.148 c /Font << 1 0 0 1 78 127.334 cm q 1 0 0 1 280.4966 356.11169 cm 0.276 -2.039 0 -1.73 0 -1.245 c Files 116.791 671.059 1.9 -7.304 re /GS0 62 0 R q -0.109 -0.523 -0.285 -0.736 -0.285 -1.103 c f 0.021 Tc 13.898 0 l -2.657 -4.401 -2.44 -4.623 -2.191 -4.623 c q -4.325 -3.83 l ET k -6.382 -3.83 m -0.312 -0.222 m 0.025 Tw 5.049 1.248 4.283 3.105 1.574 3.105 c -0.504 -0.746 -1.611 -1.074 -1.611 -0.191 c >> 3.035 -1.247 3.035 -1.73 3.106 -2.113 c h 278.259 360.219 0.637 -2.448 re /C2_0 39 0 R 1.293 3.317 l 1.44 -0.603 l 2.935 0.695 2.85 0.17 2.538 -0.241 c h f uG| ?~U;P8L.=66 89#o (\t*V>8`^icp;j G ~%Ld! f+61G*6oq/oyZ;3]Q;O5.hiLZ II. Installers may, at times, have a misconception that water lines do not move because of earth loads of six to eight feet, for example. 1.9 0 l /CropBox [ 0 0 612 792 ] 2.026 0 l Unknown 4.297 -1.801 l 0 Tw /T1_3 85 0 R /Parent 1 0 R -1.986 -0.227 m 2.522 8.729 2.067 7.857 2.067 6.838 c PDF/X-1a:2001 JRhas been with McWane Ductile for more than 30 years, starting on the ground floor. 0.665 0.441 0.865 0.803 1.279 0.803 c 0 1.16 l 0 0 m Direct any of your questions related to technical and operational information to our Engineering & Technical Services Department. 10.112 -7.913 l 4.27 9.186 4.869 8.817 5.097 8.595 c Submit the following in accordance with Section 01300 Submittals: - 1. AWWA C600 January 1, 1993 h 4.41 -2.95 l 3.442 2.599 2.957 3.205 2.409 3.825 c Q (\031) Tj 0.007 Tc 1.336 -1.407 l 6.048 -13.273 l /MediaBox [ 0 0 612 792 ] 6.708 -7.303 l 4.737 -1.545 4.708 -1.035 4.694 -0.482 c 0.63 -4.549 1.126 -5.361 1.126 -6.366 c 0.002 Tw h >> 1 0 0 1 288.07761 355.2411 cm q /BleedBox [ 0 0 612 792 ] 4.666 4.439 3.744 5.361 1.518 5.361 c f >> -0.207 -0.704 l /GS2 gs /TT0 60 0 R Pages 11-11. 0.761 -1.446 l 2.562 0.808 2.005 1.298 1.279 1.298 c q If, as a last resort, testing with air is the only option, there are items of concern: An example to compare water and air: fill one balloon with water and the second with air. Approved by American National Standards Institute Sept. 2, 2010. 1.801 -0.979 2.581 0.17 3.716 0.17 c 4.149 0.165 3.527 -0.634 2.639 -0.964 c Effective Date: April 12, 2022 . f >> 0.214 0.162 0.485 0.266 0.756 0.266 c /T1_2 80 0 R /Resources << -0.326 3.659 0.482 3.971 1.29 3.971 c /Resources << /GS2 63 0 R -5.216 -2.977 -3.961 -4.231 -2.412 -4.232 c 3.422 0.057 3.593 -0.356 3.593 -0.903 c 0 0 m /Contents 91 0 R Q 1.892 -1.045 1.887 -0.861 1.887 -0.613 c 116.791 674.207 1.9 -1.815 re q q 2.067 5.849 2.698 5.125 3.071 4.711 c test pressure before conducting the leakage test. -1.107 -1.992 -1.355 -1.949 -1.588 -1.887 c -2.893 0 l /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] 0 -0.458 -0.228 -0.93 -0.548 -0.93 c /TrimBox [ 0 0 612 792 ] There is also a benefit to documented standards compared to word-of-mouth training. 1.406 1.167 1.644 0.665 1.644 0.281 c Multiple air release locations may be provided due to the contour of the line. 278.967 351.319 0.637 -0.608 re [ (\037) -3 (\036) -4 (\035) 2 (\034) -13 (\033) -30 (\032) -13 (\032) 2 (\033) 3 (\034) -17 (\031) 15 (\030) 18 <1e1718> 15 <1617> ] TJ %PDF-1.3 % C600-17 Installation of Ductile-Iron Mains and Their Appurtenances 0 0 m 0 5.835 l -0.429 -2.827 -1.251 -1.97 -1.251 -0.937 c 6 0 obj 1.651 -2.205 l 3.588 1.391 l -0.007 Tw /F1 54 0 R /Rotate 0 1.688 -1.659 l Documentsincludes anyreferenced papers Q f In a continuous effort to make your job easier, we have developed an online submittal builder to quickly and neatly package your personalized presentation. 1.603 -2.283 2.553 -1.829 2.992 -1.021 c -0.404 -8.773 0.31 -8.093 0.31 -6.646 c 5.985 0 Td -3.46 -1.56 l 3.347 0 l 1 0 0 1 78 622.85091 cm 0.315 -0.758 0.294 -0.689 0.18 -0.657 c <>>> Q 0 0 m 2017-06-12T13:26:24-06:00 1.611 -1.141 l 0.33 -0.761 0.685 -1.294 1.561 -1.294 c 0 g /T1_0 34 0 R 1.688 -1.659 l 1.065 -1.034 0.352 -0.709 0 0 c /GS0 62 0 R Think about it, you have installed a water line - test with water. 0.646 -2.377 l Copyright 2017 American Water Works Association All Rights Reserved 1 0 0 1 36 86.4 Tm 0.972 -0.664 0.62 0 0 0 c 0.86 -1.83 1.178 -1.678 1.326 -1.407 c 1.892 0 l /T1_3 24 0 R These AWWA Standards address all facets of water treatment and delivery. Continue to grow your professional development through American Water Works Association. /Resources << 1 0 0 1 270.791 354.5668 cm >> -1.744 1.849 -2.12 1.264 -2.12 0.556 c Q 0 0 m 0 -9.033 l h 0.637 -3.565 l 4.808 -3.404 l Fromdesign to installation, we take great pride in providing education and trainingto water professionals throughout the water and waste water industry. q 4 M 0.604 -0.342 l Jerrys responsibility is to provide technical support for water professionals at all levels including engineers, private water companies, contractors, municipalities, and water districts. [ <0b> -10 <0a> 15 <0a> 17 <14> -17 <10> -21 <1c121e> -1 (\033) -28 (\036) 13 <13> -7 <12> -14 (\035) ] TJ /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] (\030\034) Tj f 4.779 -2.113 l f -2.026 0 l -2.212 0.312 -2.822 0.128 -2.822 -0.496 c q 0.001 Tc h 2.794 0 l American Water Works Association water industry publications include Standards, Manuals, Journal, Opflow and more. h -0.589 1.383 -0.447 1.117 -0.428 0.808 c q 4.187 0.266 3.246 -1.034 1.809 -1.034 c f The American Water Works Association first published consensus documents in 1908. /CS0 66 0 R h 0 0 m 1.654 7.591 l 2.2 -0.08 2.519 0.057 2.818 0.057 c h 2.248 -2.448 l Slow fill the line. default f 1.092 2.397 0.156 2.326 -0.567 1.971 c 1.246 -1.982 l 1 0 0 1 327.7314 352.80611 cm 1.404 -3.829 l Therefore, the number of times a line is exercised may vary. [ <15> 6 <11> -4 <100f> -5 <1015> 1 (\033) -12 <10> -15 <12> ] TJ Web awwa c600 pressure testing pdf download. 0.524 -0.893 0 -0.624 0 0 c 2.484 -1.988 1.645 -2.827 0.617 -2.827 c Q 0.104 0 0.024 0 scn From source to storage, from treatment to distribution, AWWA Standards cover the products and processes related toall areas of water treatment and supply. 1.659 2.652 l -0.76 -1.526 -0.504 -1.464 -0.504 -1.227 c xmp.did:1c4714f5-eb15-8f40-9b40-cde12344e46e /F1 54 0 R >> /Rotate 0 1.293 3.318 l -0.083 -1.432 0.238 -1.151 0.62 -0.635 c /MediaBox [ 0 0 612 792 ] -1.799 -8.123 -1.809 -8.3 -1.727 -8.3 c 1.307 -0.832 1.278 -1.007 1.174 -1.145 c 0.048 Tw /T1_2 80 0 R /T1_0 1 Tf -2.524 6.069 l 0.6 7.089 1.147 7.384 1.52 7.665 c From the initial standards covering pipes, water meters and steel water storage tanks, AWWA volunteers have guided the expansion of the standards program. /MediaBox [ 0 0 612 792 ] -1.55 -8.3 -1.003 -7.783 -0.651 -7.207 c /Parent 1 0 R 1 0 0 1 84.4866 682.4324 cm /Resources << q 1.776 -1.599 l -0.471 0.465 l Q Access the online platform, envoi, for standards, manuals and more. endobj 24 0 0 24 377.0017 600.3509 Tm Many people do not realize how their water gets to them or how blessed we are to have clean drinking water, says Regula. 0.665 0.076 m SECTION 4: HYDROSTATIC TESTING EXCERPTED FROM AWWA C600-93 AWWA STANDARD FOR INSTALLATION OF DUCTILE-IRON WATER MAINS AND THEIR APPURTENANCES AMERICAN NATIONAL STANDARD Effective date: Apr. 2.091 -1.265 2.561 -0.704 2.561 0 c 2.624 -9.898 l In no event will AWWA be liable for direct, indirect, special, incidental, or consequential damages arising out of the use of information presented in this book. /GS2 63 0 R -1.924 -0.738 -1.024 0.443 0.051 0.443 c h -0.195 0.066 -0.338 0.104 -0.57 0.104 c /Parent 1 0 R It is important to isolate the new line for pressure testing as well as allowing the new line to be properly chlorinated and bacteria tested prior to connection with a service line. 1.147 -2.54 1.179 -2.437 1.396 -1.698 c T* 0 0 m The same information may also be obtained in seconds via the McWane Ductile Pocket Engineer. -1.815 -1.504 -0.553 -2.283 0.738 -2.283 c 0 0 m /Contents 104 0 R f -1.403 1.391 l 1.887 -0.3 l /F1 54 0 R 1 0 0 1 0 0 cm 0 Tc f 3.347 0 l Consult with the TMWA engineer and inspector . 1.477 -2.448 l h The pressure is increased during each test. 180 0 obj <>/Filter/FlateDecode/ID[]/Index[172 18]/Info 171 0 R/Length 59/Prev 281351/Root 173 0 R/Size 190/Type/XRef/W[1 2 1]>>stream 1 0 0 1 78 582.3992 cm 1.34 -1.483 1.34 -1.645 1.364 -1.773 c (\037\036) Tj /T1_0 34 0 R 1. 6.369 -1.751 l 0.566 -0.555 l 1.477 -0.988 l 4.44 -3.425 l