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Click here to purchase the full version from the ANSI store. /CropBox [ 0 0 612 792 ] >> endobj 0.5 w 0 0 m 2.512 5.607 l >> [ <17> 4 <17> 7 <1615> 6 <14> -4 (\033) -16 (\032) 3 <13> -6 <141c> -2 <15> -6 <12> ] TJ 0 0 m 2.499 1.307 -1.51 0.292 -1.51 3.781 c 8.339 0 l f 0 1.16 l /CS0 66 0 R -0.429 -2.827 -1.251 -1.97 -1.251 -0.937 c -1.986 -2.325 -0.582 -3.999 1.829 -3.999 c -2.657 -8.979 -2.687 -8.847 -2.636 -8.684 c 0 0 m /GS0 62 0 R 0.85 0 1.302 0 1.302 -0.406 c test pressure before conducting the leakage test. These procedures should not be applied for air-pressure testing because of the, 4.1.1.1 Test pressure shall not be less than 1.25 times the working pressure at the. Slow fill the line. -1.461 4.084 l 2.091 -1.264 2.562 -0.703 2.562 0 c 0.956 -0.262 l -1.815 -3.148 -0.411 -4.539 2 -4.539 c 0 0 m 6.369 0 l /Type /Annot 2.781 -2.334 1.964 -3.043 1.396 -3.043 c 1 0 0 1 215.36369 689.2394 cm 4 0 obj The following blog is a blue print, which, if followed, will lead to a successful hydrostatic testing of a water line using ductile iron pipe. -2.98 3.848 -3.797 1.905 -4.824 0 c 1 0 0 1 289.8315 356.3588 cm >> 1.801 -0.993 l 6.438 -3.333 l 0.6 7.089 1.148 7.384 1.52 7.665 c 0 0 m 0.662 -3.47 0.724 -3.588 0.703 -3.721 c q 1.128 0 Td 0 -0.703 0.47 -1.264 1.278 -1.264 c /CS0 66 0 R McWane Ductile is proud to be a part of the McWane family of companies. [ <13> -26 <12> 2 <11> 2 <10> -9 <0f> 6 <0e> 3 <0f0d> -6 <0c190d> -1 <0b191f> -13 (\036) -2 (\035) -3 (\034) 10 (\033) 32 (\037) 18 (\032) -46 (\032) 12 (\037\031\030) -7 <17> -11 <16> -18 <16> -57 <15> -52 <16> -4 <0a> -13 <09> ] TJ /T1_0 34 0 R 1 0 0 1 78 622.85091 cm >> /GS1 65 0 R Q >> AWWA is the voice of water in the nation's capital. Learn about events and education through American Water Works Association. 0 0 m f f -0.237 -0.133 -0.504 -0.247 -0.813 -0.247 c 3.389 -2.652 l 10.112 -7.913 l -2.822 -1.659 0.482 -0.922 0.482 -3.56 c Q endobj 0.98 0.76 l ET ?T+!aX0e$0nDr|["Tn'.m l{C,6VT3!+,t;q15yUl;-d?h_/tt .YL@CrVnzvAWS #/ zWE /CropBox [ 0 0 612 792 ] 2.248 -2.448 l T* Explanation: Defineswhat an AWWA Standard is and what it covers. AWWA C600-17 (Print+PDF) Installation of Ductile Iron Water Mains and 1.9 -10.636 l 284.59 351.319 0.637 -0.608 re q Engineering professionals often include on-site training by the manufacturer in the project specification to ensure training is completed. Jerrys responsibility is to provide technical support for water professionals at all levels including engineers, private water companies, contractors, municipalities, and water districts. endobj /T1_2 1 Tf f /F1 54 0 R -0.908 1.745 -0.354 1.659 0.17 1.503 c f 1.911 -1.583 1.901 -1.412 1.897 -1.226 c f 0.803 -0.042 1.093 0.057 1.331 0.057 c 1.901 -4.027 2.07 -4.609 2.794 -4.609 c q 9 0 obj f Thousands of utilities in North America and other countries, have adopted AWWA Standards as part of their processes and procedures. >> 1 0 0 1 275.71581 358.4276 cm -0.626 -0.291 -0.356 0 0 0 c 1.307 -0.642 l 0 Tc 1.464 -3.565 l -0.049 Tw -0.305 0.584 -0.119 0.556 0.057 0.504 c -2.295 -8.226 -1.707 -8.773 -1.106 -8.773 c 2.956 -0.988 l [ <15> 6 <11> -4 <100f> -5 <1015> 1 (\033) -12 <10> -15 <12> ] TJ q h /Type /Page h 0.023 Tc 1 0 0 1 166.1125 684.5168 cm >> /GS0 62 0 R 0.94 -0.207 1.023 0.237 1.023 0.37 c 1 0 0 1 78 591.35091 cm -0.471 0 l 0 1.092 0.596 2.17 1.829 2.17 c 0.86 -1.83 1.178 -1.678 1.326 -1.407 c h 6.708 -7.304 l 1.925 -1.773 l 1 0 0 1 78 127.334 cm proof:pdf 0 -7.303 l -0.249 -1.182 -0.155 -1.33 0.372 -1.418 c 1. /C2_0 39 0 R 1.673 0.057 1.915 -0.071 2.053 -0.375 c /Font << n /ExtGState << 13 0 obj 0.248 1.787 0.352 1.787 0.403 1.684 c -1.096 -1.25 Td 3.442 2.599 2.957 3.205 2.409 3.825 c 3.716 -5.913 l All eyes are on that gauge in hopes of validating the work was successfully completed. /ExtGState << VI. 0.98 0.761 l 0.444 0 l /Rotate 0 4.297 -1.801 l 0 0.465 l 0.685 0 l h 2017-06-12T13:26:24-06:00 These procedures should not be applied for air-pressure testing because of the serious safety hazards involved with compressed air. /T1_3 85 0 R Q -1.549 -1.364 l -0.471 0 l /F1 54 0 R 1.9 -1.645 1.9 -3.574 1.9 -4.623 c 2.512 5.607 l 0 -2.448 l hydrostatic testing 0.002 Tw Q 1.593 -2.102 1.593 -2.05 1.57 -1.628 c Q 2.241 -0.638 1.787 -0.893 1.205 -0.893 c C600-17 Installation of Ductile-Iron Mains and Their Appurtenances 1 0 0 1 276.9272 353.4496 cm 0 0 m -2.295 -8.226 -1.706 -8.773 -1.106 -8.773 c -0.404 -8.773 0.31 -8.093 0.31 -6.646 c 0.879 -3.318 l /MediaBox [ 0 0 612 792 ] Yes, a ductile iron cap is heavier than a balloon, which ultimately means it will do more damage when it lands. 0.637 1.16 l q 0 0 m /Resources << 1.235 0 Td -2.822 -1.659 0.482 -0.922 0.482 -3.56 c /Font << 2.044 3.317 l /T1_1 80 0 R 1.886 2.397 l I am honored as a water professional to do my part in Building Iron Strong Utilities for Generations." Jerrys favorite quote: "I can do all things through Christ who strengthens me.jerry.regula@mcwaneductile.comhttps://www.linkedin.com/in/jerry-regula-6a87b8138/. f 1 0 0 1 86.1451 738.00011 cm 116.791 671.059 1.9 -7.304 re /GS1 65 0 R 0.383 -2.524 0 -1.205 0 0 c Q /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] 0 0 m /XObject << /F1 54 0 R 1.688 -1.659 l f @tn&!L8 nEI `g0 q+B@\.XCL> F6#`a 606 Testing and Inspections A. 0.018 Tc 0 0 m 4.326 -1.751 l W Q <0a10> Tj Q -0.326 3.645 -1.985 2.183 -1.985 -0.227 c 1. -1.079 -1.136 -0.865 -1.483 -0.419 -1.483 c Her response, "That was the only pot I had!". 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Her husband does not understand why she is cooking a 5-pound turkey in a 10-pound pot. /T1_2 1 Tf stream 1 0 0 1 342.3291 356.95641 cm <> -2.269 -4.551 -1.503 -4.368 -1.503 -3.659 c -0.972 -3.708 -0.91 -3.825 -0.941 -3.973 c 5.191 -9.898 l 3.957 -7.913 l /GS2 63 0 R 1.896 -0.333 1.768 -0.77 1.279 -0.77 c >> The dial on the gauge must be in one psi increments. 0 0 0 1 K -1.511 0.808 m /T1_1 55 0 R W/{N\ldp6mi=\2+'/8`s32A^@V.D=0kgz1>:+.O~ MHX]iL"@HE.s L,mrd_tUqbNF7 2.937 -3.318 l /Parent 1 0 R h 0.556 1.298 0 0.808 0 0 c q 1.131 0.266 1.307 0.133 1.307 -0.262 c Installers may, at times, have a misconception that water lines do not move because of earth loads of six to eight feet, for example. 2.935 1.263 l 1.9 -7.091 l -1.207 -0.247 -1.483 -0.024 -1.511 0.371 c 4 M 1.092 2.397 0.156 2.326 -0.567 1.971 c >> 3.347 0 l Q Access the online platform, envoi, for standards, manuals and more. 1.776 -1.599 l /CS0 66 0 R /Resources << 4.736 -1.546 4.708 -1.035 4.694 -0.483 c -8.893 11.48 -11.328 5.686 -14.394 0.002 c 1.44 -0.603 l /Contents 91 0 R /T1_3 1 Tf 1.892 -1.045 1.887 -0.861 1.887 -0.613 c 2.139 1.284 m Guidelines set forth in the AWWA M41 Manual and the ANSI/AWWA C600 Standard are as follows: "Test pressure shall be 1.25 times the operating pressure. -0.01 Tc 0 -0.704 0.47 -1.265 1.279 -1.265 c 0.181 0.371 l 0 0 m /TrimBox [ 0 0 612 792 ] /Rotate 0 << 1.89 -5.353 l 1.827 -3.997 l 1.696 0.803 1.896 0.451 1.896 0.076 c Q 1.901 0 l h 0.315 -0.758 0.294 -0.689 0.18 -0.657 c 4.326 -9.033 l /Resources << -0.238 -1.483 -0.039 -1.417 0.071 -1.369 c Give back to the water community by helping to develop or update an AWWA Standard. 1 0 0 1 121.7533 665.8683 cm 0 0 m -0.709 -4.424 -0.114 -4.225 0.212 -4.084 c Looking for answers to your DI pipe questions? 3.673 -1.22 3.29 -2.524 1.829 -2.524 c -0.109 -0.523 -0.285 -0.736 -0.285 -1.103 c /TrimBox [ 0 0 612 792 ] -0.946 -0.557 0.161 -0.31 0.161 -1.193 c h 10 0 0 10 450.4713 730.5001 Tm 1.901 -7.304 l 1 0 obj -2.285 -1.329 -2.605 -2.525 -2.636 -3.663 c Q h f (\031) Tj /TT0 60 0 R 1.383 -0.57 1.269 -0.55 1.155 -0.55 c /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] /Parent 1 0 R IG,8,1K$%4O_f[Gm7{[/=)wO xs?2QR(6e+qP! 4.187 0.266 3.246 -1.034 1.809 -1.034 c 0 0 m -1.461 4.084 l /GS0 62 0 R 5.049 -1.305 l 377.597 384 m /Font << q Q Busting the Myth on Ductile Iron Pipe Lead Times, National Manufacturing Day to Launch Second Consecutive McWane Scholarship Program for Skilled Trades, McWane Ductile Announces $45 Million Dollar Investment, Expansion in Coshocton County, McWane Ductile Focuses on Capital Investments, Operational Efficiencies to Meet Demand Amid Supply-Constrained Market, California Transparency in Supply Chain Disclosure, Total overall difference from the low to highest elevations, Proper lubrication of gaskets and spigots, Proper alignment of joints during the homing process - "Straight is great! 0.561 0.732 0.228 0.661 -0.019 0.547 c Multiple air release locations may be provided due to the contour of the line. 1 0 0 1 128.63091 669.668 cm 4.1.1.3 The hydrostatic test shall be of at least a 2-h duration. 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. 2 w q What is Tuberculation and Why Did it Happen in Iron Pipe? endobj /CropBox [ 0 0 612 792 ] >> -0.013 Tw At the, conclusion of the pressure test, the corporation cocks shall be removed and plugged. -0.827 0.09 -1.079 -0.223 -1.079 -0.685 c 1.153 -0.993 l converted /Parent 1 0 R 5.659 2.183 3.999 3.645 1.829 3.645 c /Font << /Rotate 0 -1.416 -3.929 -1.685 -4.106 -2.202 -4.711 c /GS2 64 0 R h 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. >> 1 0 0 1 93.561 710.6586 cm /Rotate 0 h 1.307 -0.832 1.279 -1.007 1.174 -1.145 c 1 0 0 1 178.9321 685.90669 cm 1.44 0.039 l q -1.199 -2.688 -0.755 -3.19 -0.176 -3.722 c <0a1b> Tj f The husband then asks his favorite mother-in-law the same question and receives the same response, "That's the way my mom did it." 0.181 0.371 l -1.816 -1.503 -0.554 -2.283 0.738 -2.283 c /GS1 65 0 R 0.604 -0.328 0.866 0.058 1.246 0.058 c /TT0 60 0 R q 468 0 l Hydrostatic Testing Awwa 600 | PDF | Pressure | Litre - Scribd -0.248 -1.182 -0.155 -1.33 0.372 -1.418 c 468 0 l 3.02 -1.021 l 1.659 2.652 l 1.336 -1.407 l -2.212 0.312 -2.822 0.128 -2.822 -0.496 c 278.259 360.219 0.637 -2.448 re 2.426 -0.156 3.234 0.171 4.226 0.171 c The Contractor shall submit a test report which includes the following AWWA C605-13 Underground Installation of Polyvinyl Chloride (PVC) and -0.499 -0.713 -0.232 -0.646 0 -0.518 c 0 0 0 1 K Q <>/XObject<>/ProcSet[/PDF/Text/ImageB/ImageC/ImageI] >>/MediaBox[ 0 0 612 792] /Contents 4 0 R/Group<>/Tabs/S/StructParents 0>> The design engineer and owner anticipate news of a tight line, ready to serve hundreds or thousands of customers, or provide water to a new facility where a multitude of neighbors may find employment. -1.403 1.39 l 8 0 obj -2.269 -4.553 -1.503 -4.367 -1.503 -3.659 c 0.617 0.954 m -0.352 0.57 -0.157 0.522 0.043 0.479 c 1.852 0 1.852 1.953 1.852 3.146 c 4 M 1.461 0 Td PDF Section 15044 Pressure Testing of Piping Part 1 - General 2.241 -0.638 1.787 -0.894 1.206 -0.894 c f <> 2.484 -1.988 1.645 -2.827 0.617 -2.827 c 0.63 -4.549 1.126 -5.361 1.126 -6.366 c h 0.637 -1.141 l 1 0 0 1 278.43021 349.7357 cm >> q 0.025 Tw h >> 1 0 0 1 306.67239 348.745 cm /Annots [ 18 0 R ] Q /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] 1.892 0 l 0.956 -0.261 l -0.086 -1.953 -0.276 -1.977 -0.537 -1.977 c 2.272 -3.565 l S /C2_0 39 0 R q 0 0 0 1 K /Type /Page 0 0 0 1 K 0 0 m B* 0.013 Tc 0 0 m -0.238 -0.133 -0.504 -0.247 -0.813 -0.247 c 2.931 6.343 4.072 5.481 4.466 4.352 c /TrimBox [ 0 0 612 792 ] /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] /MediaBox [ 0 0 612 792 ] !G,N )M$b9s/!J(Af2dR8|VhZ9B4,'DVBBe BfcF~6J;82[PF-dJiX(I] !3Czz?~ZZ:rY~2nELIwM^cZzV`t=!MBfY fCRf6FH\1V)8VK?l>S>!nm^fXx{='T5[cW\C;XN5Y+J=t`g eSH$4)HoU{B6a{PRlD?xDlDpD~ .Jaz';uA2WO{ E#-G:*X^9BLs.le>i75? -1.503 -2.226 -4.807 -3.204 -4.807 -0.568 c 0 -2.448 l << /BleedBox [ 0 0 612 792 ] Q 0 0 m /CS0 66 0 R -1.611 0.337 -1.15 0.57 -0.651 0.57 c -1.483 1.136 -1.302 1.383 -0.946 1.383 c 1 0 0 1 187.5118 688.50121 cm /ExtGState << -1.107 -1.992 -1.355 -1.949 -1.588 -1.887 c /T1_2 29 0 R /T1_4 49 0 R 1 0 0 1 281.15379 359.6918 cm 1.092 2.397 0.156 2.326 -0.567 1.971 c 0 -0.591 -0.403 -0.694 -0.507 -0.694 c /BitsPerComponent 8 1.166 -2.749 0.698 -1.222 0 0 c 0 Tc Installation of Ductile-Iron Mains and Their Appurtenances %%EOF 10 0 0 10 258 228.8749 Tm /C2_0 39 0 R 19 0 obj Buy Now AWWA C230-22 Stainless-Steel Full-Encirclement Repair & Service Connection Clamps for Pipe 1.871 4.445 1.334 5.332 1.334 6.395 c AWWA C600 is a standard for pressure testing of municipal water systems. h ", Deflection of joints -after the pipe is homed. /Contents 93 0 R The same information may also be obtained in seconds via the McWane Ductile Pocket Engineer. 4 M 0.709 5.361 -0.283 5.148 -1.021 4.807 c >> -1.108 -1.992 -1.354 -1.949 -1.587 -1.887 c endobj -0.71 -3.425 l 0 0 m /A << 0 0 m << Q JRhas been with McWane Ductile for more than 30 years, starting on the ground floor. /Parent 1 0 R h 0 -9.033 l 0.499 -1.364 0.323 -1.273 0.323 -1.065 c 0.006 Tc Q -0.238 -1.483 -0.038 -1.416 0.071 -1.369 c 0.566 0 l 3.077 2.17 3.673 1.12 3.673 0 c [ (\201) -25 <0f8d> -15 <0e0619> 21 <11050f060f0d0c19> 21 <048f8f8d0d> 15 <10110519> 21 (\220) 20 (\235\031) 21 (\037) 40 (\032\032) 40 (\037\031) 21 21 <0d0b19> 21 -15 <0e19> 21 <8004> 25 <9d198201> 50 <191483848402> ] TJ Copyright 2017 American Water Works Association All Rights Reserved 0.33 -0.761 0.685 -1.294 1.561 -1.294 c /T1_0 34 0 R rx,/RiA"G/?9`eRY,%> 0hPy4!=qaFN^KW_$"U-~{~W }z%I>{{@@mQOF'55g)yyA &/EhZK% Ws6+kwKo;l[dpw~W2m$MhSi{GZbi?wD!P4Hk]gdZ>-. /BleedBox [ 0 0 612 792 ] [ (Copyright\040) -1 (\251\0402011\040American\040Water\040Works\040Association\056\040All\040Rights\040Reserved\056) ] TJ The make-up water is measured and documented after each test. /GS0 62 0 R 1.076 0 Td >> << 0 Tw 1.602 -2.283 2.552 -1.829 2.992 -1.021 c -1.344 -4.726 -1.996 -5.362 -2.646 -5.362 c (Revision of ANSI/AWWA C600-10) AWWA Standard Installation of Ductile-Iron Mains and Their Appurtenances Effective date: July 1, 2017. 6.262 11.88 274.426 274.027 re /F1 54 0 R -0.403 -0.62 -0.641 -1.299 -0.765 -1.728 c 1.065 -1.034 0.352 -0.709 0 0 c -0.403 -3.219 -0.403 -3.353 -0.527 -3.781 c American Water Works Association water industry publications include Standards, Manuals, Journal, Opflow and more. 0 Tw /ColorSpace 20 0 R subsqueous Crossings 1 0 0 1 314.4575 377.6781 cm 0.761 -1.446 l -5.204 0.071 -3.957 1.745 -1.673 1.745 c -1.51 5.138 -0.152 6.343 1.408 6.343 c 8.821 -2.95 l The purpose of this standard is to provide the minimum requirements for fusion-bonded epoxy coatings and linings for steel water pipelines and fittings, including materials, application, and testing. >> -0.844 30.063 l Q 1.688 -1.659 l q /T1_1 49 0 R 0.031 -0.03 l 0 Tw /Resources << /Annots [ 18 0 R ] 0.774 3.679 l /TrimBox [ 0 0 612 792 ] Delivery covershow the product can be packaged, marked, and shipped. 1.316 -2.652 l -5.204 0.071 -3.957 1.745 -1.674 1.745 c Q >> -0.031 0.532 0.052 1.27 0.186 1.713 c Aw=g cN-k/{pq)MN###2&icaZ/xg=Jh.dqW^}x-K>z 0.646 -2.377 l 11 0 obj 4.41 -2.269 4.41 -1.305 3.318 -1.305 c 3.318 -6.027 2.879 -6.084 2.312 -6.084 c Q /T1_3 24 0 R h 1 0 0 1 144.24471 688.50121 cm << -0.115 0.052 -0.238 0.09 -0.433 0.09 c /CS0 66 0 R f 0.709 5.361 -0.283 5.148 -1.021 4.808 c -0.109 -0.522 -0.285 -0.736 -0.285 -1.103 c -1.158 -2.466 -0.062 1.787 -0.01 1.994 c 1.852 -3.997 l 2.085 0 l from application/x-indesign to application/pdf -2.269 -4.553 -1.503 -4.367 -1.503 -3.659 c 0.731 -0.234 0.408 0.098 0.001 0.098 c Q /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] /GS2 gs 4.58 7.901 4.383 8.729 3.463 8.729 c 0.561 0.732 0.228 0.661 -0.019 0.546 c 0 0 m >> 1.659 2.652 l 3.701 4.017 4.187 3.234 4.187 2.023 c default 0 1.391 l -0.581 0.198 -1.007 0.313 -1.702 0.313 c 14.4 TL /ColorSpace << /GS2 64 0 R /C2_0 39 0 R 1.887 -0.299 l Q 3.021 -1.021 l -1.986 -0.227 m /C2_0 39 0 R 0 0 m 1 0 0 1 357.8687 373.9989 cm /T1_2 85 0 R 2.61 0 l 02702 - 2 of 6 Kansas City, Missouri Revised 07/31/20 Water Services Department Standard Specifications 1.07 CONTRACTOR SUBMITTALS A. -0.083 -1.432 0.238 -1.151 0.62 -0.635 c /Annots [ 18 0 R ] -0.255 -5.828 -0.822 -5.9 -1.602 -5.9 c 0 0 m 6.3 Special Service Requirements, 70 References, 71 . 1.892 -1.046 1.887 -0.861 1.887 -0.613 c /Length 36544 /Im0 19 0 R Q /ExtGState << Q f Special consideration must also be given when multiple piping products are used.". 69.124 15.616 l hbbd``b`$/ H~,@9j n "t@(@1b``$ y@4
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