0.072 -4.829 -0.517 -5.066 -0.951 -5.066 c h 0 0 m Q /GS0 62 0 R /T1_1 55 0 R 1.901 -7.303 l -2.212 0.313 -2.822 0.128 -2.822 -0.496 c /Parent 1 0 R f 10.111 -7.913 l -0.844 30.063 l 0 0 m h This Standard Describes Underground Installation And Pressure Testing Requirements For. 4.331 0 Td Heenjoys spending time with his church where he is a speaker and treasurer, as well as spending time with his wife Susan and their two daughters, Katelyn and Shannon on their farm in Ohio. BT Q /TrimBox [ 0 0 612 792 ] h q >> -1.549 -1.364 l Privacy Policy endstream endobj 470 0 obj <>>>/Filter/Standard/Length 128/O(YBfwP^#3j`c)/P -1340/R 4/StmF/StdCF/StrF/StdCF/U(Ee78SMOcI )/V 4>> endobj 471 0 obj <>/Metadata 19 0 R/Outlines 24 0 R/PageLayout/OneColumn/Pages 467 0 R/StructTreeRoot 31 0 R/Type/Catalog>> endobj 472 0 obj <>/Font<>>>/Rotate 0/StructParents 0/Tabs/S/Type/Page>> endobj 473 0 obj <>stream f 0 0 m Multiple air release locations may be provided due to the contour of the line. 0 -7.303 l q 4.1.1.2 Test pressure shall not exceed pipe or thrust-restraint design pressures. h From source to storage, from treatment to distribution, AWWA Standards cover the products and processes related toall areas of water treatment and supply. h IG,8,1K$%4O_f[Gm7{[/=)wO xs?2QR(6e+qP! 0.637 -1.141 l /BleedBox [ 0 0 612 792 ] AWWA can help utility managers, engineers, operators and more continue to improve their professional development. 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. Try out the McWane Pocket Engineer today. /T1_4 1 Tf /Contents 93 0 R /C2_0 39 0 R 4.952 8.226 4.817 7.399 4.714 6.882 c -1.757 -7.975 l 1.887 0.424 1.578 0.732 0.832 0.732 c 0.794 -0.77 0.666 -0.328 0.666 0.076 c 2.61 0 l 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! /T1_1 49 0 R 1.886 2.397 l 2.781 -2.334 1.964 -3.043 1.396 -3.043 c Q Valves shall, not be operated in either the opening or closing direction at differential pressures, above the rated pressure. 2.248 -2.448 l 0.662 -3.47 0.724 -3.588 0.703 -3.721 c f 2.484 -1.988 1.645 -2.827 0.617 -2.827 c 1 0 0 1 102.5811 682.9713 cm 0.689 0 l 0.214 0.162 0.485 0.266 0.756 0.266 c adobe:docid:indd:5cad130e-228d-11dd-b753-bc3d6c84f515 /MediaBox [ 0 0 612 792 ] /ExtGState << -0.589 1.383 -0.446 1.117 -0.428 0.808 c 0.86 -1.83 1.178 -1.678 1.326 -1.407 c First edition approved by AWWA Board of Directors May 8, 1977. /BleedBox [ 0 0 612 792 ] March 2003. Files 4.666 2.283 l *Reminder - connect the gauge to the pipe, not the pump. 1.05 -1.545 1.16 -1.521 1.226 -1.478 c /T1_2 29 0 R -0.429 -2.827 -1.251 -1.97 -1.251 -0.937 c /ExtGState << 1.886 2.397 l 11.316 -9.898 l -1.023 -3.043 -1.303 -2.999 -1.209 -2.658 c endstream endobj 173 0 obj <> endobj 174 0 obj <> endobj 175 0 obj <>stream 0 Tc -1.986 -0.227 m -2.233 -9.216 -3.081 -8.404 -3.081 -6.985 c 1 0 0 1 159.51871 680.71609 cm -1.745 0.023 -1.326 0.585 -0.561 0.585 c 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/. /MediaBox [ 0 0 612 792 ] -4.027 -4.367 -3.404 -4.553 -2.751 -4.553 c T* The test pressure measured at the point of highest pressure (lowest elevation) shall not be less than 150% times the anticipated maximum working pressure The Handbook of PVC Pipe provides the same upper-end value: A test pressure of 50% above normal operating pressure is generally sucient. 0.31 -6.646 m 0 0.465 l BT /F1 54 0 R 0 Tc 6.438 -3.333 l /Font << 1.688 -1.659 l 0.972 -0.664 0.62 0 0 0 c endobj 0 0 m /T1_0 1 Tf 4.255 -3.999 5.659 -2.325 5.659 -0.227 c >> 4.808 -3.404 l f 1 0 0 1 274.2681 377.6796 cm h 1.302 -0.863 0.793 -0.863 0.628 -0.863 c 1.075 -1.278 0.922 -1.364 0.728 -1.364 c /Parent 1 0 R << 1.649 2.652 l 0.001 -0.704 l Q 0 0 m /Annots [ 18 0 R ] First edition approved by AWWA Board of Directors May 8, 1977.This edition approved Jan. 14, 2017. 4.313 0.482 3.235 -1.599 0.469 -1.599 c AWWA C600 is a standard for pressure testing of municipal water systems. 0.019 Tc Q 1 0 0 1 93.561 710.6586 cm 3.389 -2.652 l [ (\205) -21 (\206) -14 <11191f> -10 (\210) -21 <06> -19 (\206) -12 <0d> -14 (\215) -19 <0f> -16 <06> -26 <04> -13 <06> -14 <0f> -17 <10> -10 <111912> -8 <11> -11 <0e> -13 <0d> -14 (\210) -12 (\215) -20 <07> -19 <11190d> -15 <0c191d> -21 <04> -12 <0b> -13 <11191a> -3 <04> -13 <06> -8 <11> -11 (\215) -36 (\223) ] TJ 0 -2.448 l 0.799 3.679 l 1.076 0 Td Q 1 0 0 1 266.0005 357.77139 cm revision of AWWA Standard C600, C901 and C902 plus the additional requirements of the Department of Health, and WWS. 0 -10.636 l 1.307 -0.832 1.279 -1.007 1.174 -1.145 c -2.601 -3.425 l << h -0.325 3.659 0.483 3.972 1.291 3.972 c /T1_1 34 0 R (\031) Tj /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] 1.44 0.038 l q 278.967 350.263 0.637 -2.448 re -0.972 -3.708 -0.91 -3.825 -0.941 -3.973 c 0.482 -5.261 -1.035 -5.942 -2.581 -5.942 c 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. /Rotate 0 0.181 1.227 -0.076 1.849 -0.984 1.849 c Approved by American National Standards Institute Feb. 14, 2017. q 1.074 -1.278 0.922 -1.364 0.728 -1.364 c Crews have worked long hours to meet deadlines and are anticipating the end of the project. 0.023 -0.32 l 0.566 -0.555 l 2.829 3.679 4.149 2.893 4.149 1.116 c L/6wqk0'*YVGRhZp--/-Pbhsu).riZ*s{JWDVy?lF0 .Q^ -3.304 -5.942 -4.042 -5.814 -4.736 -5.63 c -0.471 0.465 l q f Testing plan, procedures and schedule. 0.009 Tc -0.285 -1.569 0.138 -1.83 0.57 -1.83 c -1.55 -8.3 -1.003 -7.783 -0.651 -7.207 c -1.085 -1.788 -1.499 -1.802 -1.964 -1.832 c 1.83 -0.993 l 0 -2.448 l default f 0 0.465 l 2.158 -1.118 l 1 0 0 1 78 591.35091 cm /Font << -1.816 -1.503 -0.554 -2.283 0.738 -2.283 c 3 0 obj << /ColorSpace 20 0 R /T1_3 69 0 R /Parent 1 0 R 4.666 4.439 3.743 5.361 1.517 5.361 c /TrimBox [ 0 0 612 792 ] 1 0 0 1 348.2222 356.95641 cm 1 0 0 1 327.7314 352.80611 cm Q f q 0 0 m Q /Im0 Do 10 0 0 10 258 228.8749 Tm -0.326 3.659 0.482 3.971 1.29 3.971 c /ColorSpace << /GS2 63 0 R 0 0 0 1 K [ (Copyright\040) -1 (\251\0402011\040American\040Water\040Works\040Association\056\040All\040Rights\040Reserved\056) ] TJ Continue to grow your professional development through American Water Works Association. Unknown -0.34 0.156 -0.709 0.27 -1.29 0.27 c /Contents 103 0 R 5.957 0.17 6.708 -1.049 6.708 -2.694 c Q f f 0 -7.303 l /GS1 65 0 R -1.207 -0.247 -1.483 -0.024 -1.511 0.371 c 0.007 Tc 1 0 0 1 288.07761 355.2411 cm 1 0 0 1 293.9146 354.72839 cm -1.675 0.576 -1.23 0.871 -0.765 0.871 c 15 0 obj /Rotate 0 There is also a benefit to documented standards compared to word-of-mouth training. /TrimBox [ 0 0 612 792 ] /T1_0 34 0 R -1.511 0.808 m >> /T1_2 80 0 R (This\040is\040a\040preview\040of\040\042AWWA\040C600\05510\042\056\040Click\040here\040to\040purchase\040the\040full\040version\040from\040the\040ANSI\040store\056) Tj /TT0 60 0 R -0.695 3.105 -1.815 1.361 -1.815 -0.751 c 6.977 -1.985 l 4.736 -1.545 4.708 -1.035 4.693 -0.482 c f -0.827 0.09 -1.079 -0.223 -1.079 -0.685 c 0.031 -0.03 l >> 4.326 -9.033 l h 0.553 -1.56 l Q /Contents 100 0 R 0 Tc /GS0 62 0 R C600-17 Installation of Ductile-Iron Mains and Their Appurtenances; American Water Works Association; AWWA; Installing Ductile-Iron Mains; disinfection; highway and railroad crossings; trenchless applications; subsqueous Crossings; Service Taps; hydrostatic testing; 0.525 -0.893 0 -0.624 0 0 c [ <85860f0e1911050f060f0d0c19048f8f8d0d> 15 <1011051987880c11197f1601> 50 <197f16141602> ] TJ 0.323 -0.689 0.747 -0.642 1.032 -0.642 c q ", Deflection of joints -after the pipe is homed. 1 0 0 1 215.36369 689.2394 cm 1 0 0 1 36 86.4 Tm 1.092 2.397 0.156 2.326 -0.567 1.971 c f >> 0.813 -0.052 1.083 0.058 1.416 0.058 c 1 0 0 1 103.30409 667.5842 cm /T1_2 1 Tf /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 ] /T1_1 85 0 R Table 4-A found in section five of the ANSI/AWWA C600 Standard is used to identify the amount of make-up water used (per hour) to increase the pressure back to the starting point of the test. 1.901 0 l AWWA C600-17 Installation of Ductile-Iron Mains and Their - Store f -3.46 -1.56 l <>>> 12 -39.6 l 3.673 -1.22 3.29 -2.524 1.829 -2.524 c endobj The water balloon will simply fall to the ground while pieces from the air balloon may travel several feet when popped. 0.604 -0.333 l W PDF Installation of Ductile-Iron Mains and Their Appurtenances /Font << /Resources << 1.773 -1.021 l (\037\036) Tj 0.558 6.232 0.527 6.439 0.134 6.498 c 6.566 -0.241 7.516 0.17 8.41 0.17 c f -0.013 Tw 1 0 0 1 128.63091 669.668 cm 3.957 -7.913 l 0.69 -0.262 0.376 -0.285 0.133 -0.403 c 0.765 1.565 1.788 3.19 2.564 3.19 c %%EOF 0.5 w 1.602 -2.283 2.552 -1.829 2.992 -1.021 c /CropBox [ 0 0 612 792 ] In a continuous effort to make your job easier, we have developed an online submittal builder to quickly and neatly package your personalized presentation. 1.773 0 l 1 0 0 1 357.8687 373.9989 cm 0.63 -1.832 l 1.659 2.652 l /GS3 gs >> h 1.887 0.423 1.578 0.732 0.832 0.732 c q 1.559 -1.308 1.496 -1.102 1.153 -1.005 c -1.744 1.849 -2.12 1.264 -2.12 0.556 c endobj 0 -2.448 l /TT0 60 0 R -0.471 0 l ET -0.34 0.157 -0.709 0.27 -1.291 0.27 c Note the statement from the ANSI/AWWA C600 Installation Guide for Ductile-Iron Mains and Their Appurtenances: We recommend using hydrostatic test procedures for all water lines if possible. /ColorSpace << Q 1 0 0 1 276.9272 353.4496 cm h 1.616 0.292 0.89 0.292 0.736 0.292 c Installation of Ductile-Iron Mains and Their Appurtenances /Font << 2.561 0.808 2.006 1.297 1.279 1.297 c -0.109 -0.523 -0.285 -0.736 -0.285 -1.103 c f h 0.879 -3.318 l 0.2 0.5 0.3 RG JRhas been with McWane Ductile for more than 30 years, starting on the ground floor. >> 0 0 m /Contents 79 0 R ET test pressure before conducting the leakage test. -2.283 7.434 m >> Q 1 0 0 1 132.4744 685.90669 cm h /GS2 63 0 R 6.369 0 l -0.92 -0.044 -0.765 0.561 -0.362 0.561 c 0.637 0 l >> f 0.1 -1.896 l 4.529 -4.859 l -1.013 -3.987 -0.796 -4.327 -0.517 -4.327 c 1.896 -0.333 1.768 -0.77 1.278 -0.77 c -0.76 -1.526 -0.504 -1.464 -0.504 -1.227 c /GS2 gs Q /ColorSpace << 0.1 -1.896 l 0.19 7.434 l 0 Tc 4.368 -10.636 l 4.737 -1.545 4.708 -1.035 4.694 -0.482 c 0 Tc Q 1.801 -0.979 2.581 0.17 3.716 0.17 c 0.575 -0.556 l 3.134 -4.609 3.46 -4.538 3.659 -4.411 c 0.335 -0.222 0.091 -0.222 0.04 -0.222 c h 8 0 obj 0.18 -0.652 l 3.318 -6.027 2.879 -6.084 2.312 -6.084 c ?QBe/ii)lM2@`rwL)W)B1C1x=Tlr[^h>-Tz#L0Y=-vn+^to^9Hy~bL1Ut0] f -0.589 1.383 -0.447 1.117 -0.428 0.808 c q n 0.482 -5.262 -1.036 -5.942 -2.581 -5.942 c 17 0 obj 0.803 -0.042 1.093 0.057 1.331 0.057 c [ (\037) -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> 28 <14> 25 <1619> ] TJ 1.688 0 l -3.05 -5.362 -3.422 -4.933 -3.422 -3.796 c /GS0 62 0 R << 0 g 2.056 -1.305 1.9 -2.808 1.9 -3.758 c 3.077 2.17 3.673 1.12 3.673 0 c /T1_1 85 0 R /CS0 66 0 R -0.504 -0.746 -1.611 -1.074 -1.611 -0.191 c 3.801 -2.808 3.006 -3.148 2.084 -3.148 c V. Verification includesmaterial tests and manufacturing processes to ensure product quality /F1 54 0 R 0 -0.863 l 1 0 0 1 78 622.85091 cm 0.254 0 l 1.892 -1.045 1.887 -0.861 1.887 -0.613 c 278.967 351.319 0.637 -0.608 re [ <16> -75 <16> -37 <02> -52 (\203) -60 <7f> -54 <17> -49 <0284> -32 (\216) -73 (\216) -33 (\204) ] TJ 1.892 0 l f Adobe PDF Library 15.0 /T1_0 1 Tf h 1.147 -2.54 1.179 -2.437 1.396 -1.698 c >> 1.81 -3.118 2.798 -2.148 2.798 -0.937 c 0.276 -2.039 0 -1.73 0 -1.245 c 1.89 -5.353 l 2.931 6.343 4.072 5.481 4.466 4.352 c -1.483 1.136 -1.302 1.383 -0.945 1.383 c 1.697 0.803 1.896 0.451 1.896 0.076 c /CropBox [ 0 0 612 792 ] f -1.815 -3.148 -0.411 -4.539 2 -4.539 c Q 0.736 -0.437 0.637 -0.936 0.637 -1.25 c -0.713 2.585 -0.082 3.19 0.434 3.19 c /F1 54 0 R /GS2 gs 4.326 -1.751 l What Are the Pressure Requirements for Pipe Testing? >> (\037) Tj 3.021 -1.021 l 1.336 -1.407 l -51.862 -1.25 Td /BitsPerComponent 8 -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 !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$4)HoU{B6a{PRlD?xDlDpD~ .Jaz';uA2WO{ E#-G:*X^9BLs.le>i75? /T1_0 34 0 R 0.6 7.089 1.148 7.384 1.52 7.665 c 2017-06-12T13:26:24-06:00 Unexpected rock was found, which slowed progress but did not stop installation of the pipe. q -0.626 -0.291 -0.356 0 0 0 c 24.092 -39.6 l -1.461 4.084 l 16 0 obj /TT0 60 0 R 0 Tw Direct any of your questions related to technical and operational information to our Engineering & Technical Services Department. /T1_2 1 Tf endobj 0 -7.303 l 0.761 -1.446 l R`aRRpYk}9As\wq:]~%&OZWT 4/2ppZ~'OXjspOSQ hStk+xFUu;WAY[U'@ GXT ]FYHIUjr9! /T1_0 34 0 R Approved by American National Standards Institute Feb. 14, 2017. 1.406 1.167 1.644 0.665 1.644 0.281 c 1.131 0.266 1.307 0.133 1.307 -0.262 c endobj -0.317 -1.599 l 1.886 2.397 l /BleedBox [ 0 0 612 792 ] endobj /CropBox [ 0 0 612 792 ] 4.736 -1.546 4.708 -1.035 4.694 -0.483 c f The American Water Works Association first published consensus documents in 1908. 0 Tc Many people do not realize how their water gets to them or how blessed we are to have clean drinking water, says Regula. 2.751 1.716 3.177 0.922 3.233 0 c endobj Explanation: Defineswhat an AWWA Standard is and what it covers. 2017-05-31T09:35:36-06:00 1.112 -2.02 0.965 -2.039 0.775 -2.039 c /S /URI (+V?Q:Z)B^PMkg\yp^.qV0Biw4B1-15x@P[WYD53"; 0.002 Tw AWWA C605-13 Underground Installation of Polyvinyl Chloride (PVC) and q 2.241 -0.638 1.787 -0.893 1.205 -0.893 c /GS2 gs h Let's be perfectly clear: An air test is absolutely not the same as a hydro test. 2.623 -9.898 l h -1.815 -1.504 -0.553 -2.283 0.738 -2.283 c S endobj >> Engineering professionals often include on-site training by the manufacturer in the project specification to ensure training is completed. 1.603 -2.283 2.553 -1.829 2.993 -1.021 c 0 0 m /Parent 1 0 R 1.996 0.057 2.248 -0.352 2.248 -0.903 c 0 5.835 l Q 1.611 -1.141 l 3.9 0.17 4.098 0.17 4.297 0.113 c 0.556 1.297 0 0.808 0 0 c 4.504 -4.859 l 0.86 -1.83 1.179 -1.677 1.326 -1.407 c 4TusQ2+$ho71#A ={ ZN6b3j:OZRIm IO{IM^94mUHx*4O h|o@mBv`! 6.778 -10.636 l /GS2 gs /Rotate 0 10.083 -7.913 l /TrimBox [ 0 0 612 792 ] /CS1 20 0 R 1.327 -2.652 l 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. f 1.887 -0.3 l 0 0 m -1.815 -3.148 -0.411 -4.539 2 -4.539 c /GS1 65 0 R >> 0.594 -0.342 l 1 0 0 1 330.1631 377.6781 cm -1.686 -4.859 -2.295 -5.657 -2.295 -6.941 c 1.302 -3.043 1.147 -2.851 1.147 -2.673 c -0.11 -0.523 -0.285 -0.737 -0.285 -1.103 c Today, there are more than 190 AWWA Standards. There are currentlymore than 190AWWA Standards, and standards committees have produced more than 60AWWAManuals of Water SupplyPractices. 0.613 -0.332 l f h -15.561 -8.879 -11.818 -12.623 -7.197 -12.625 c -0.351 -1.267 -0.626 -0.979 -0.626 -0.634 c PDF Section 02702 -testing Requirements for Sanitary Sewer: Mains and Manholes /Parent 1 0 R 1.928 -6.254 l 1 0 0 1 314.9429 356.95641 cm [ (\033) -3 <1314> 6 (\034) 4 <1512> ] TJ -0.741 0.104 -0.946 0.043 -0.946 -0.167 c -2.233 -9.216 -3.081 -8.404 -3.081 -6.985 c After all the air has been, expelled, the corporation cocks shall be closed and the test pressure applied. f /Type /Page q -1.085 -1.788 -1.499 -1.802 -1.964 -1.832 c 1.776 -1.599 l h f f 1 0 0 1 273.2827 349.7504 cm 1 0 0 1 281.8828 365.46471 cm 4.992 0.17 5.715 -0.213 6.126 -1.12 c 0.637 -0.55 0.637 -1.197 0.637 -1.549 c -2.524 6.069 l 1.673 0.057 1.915 -0.071 2.053 -0.375 c 6.708 -7.303 l 0.637 1.16 l 0.637 -1.141 l */XYrw{' .H Y ==2* sY+J]q( 6v. 0.86 -1.83 1.179 -1.678 1.327 -1.407 c 0 Tw 0.799 3.679 l xmp.id:aed345ab-73fa-5f4a-b0b4-cf6ed22bbb08 1.334 8.005 2.223 9.186 3.598 9.186 c q The same basic principles can be applied to most other materials as well. 2.792 0.62 2.047 -1.787 2.016 -1.905 c What is Tuberculation and Why Did it Happen in Iron Pipe? 0 0 m 0.699 0 l /GS2 63 0 R Q True IV. Q -1.612 0.337 -1.15 0.57 -0.651 0.57 c /ColorSpace << Q 258 341.102 l 0.637 0.465 l Understanding testing factors during design will enable the water professional to prepare for obstacles that may arise during the testing process. 606 Testing and Inspections A. 3 0 obj -0.279 2.333 -0.641 2.023 -0.982 1.595 c PDF Minimum Installation and Testing Requirements - Broward County, Florida -2.269 -4.551 -1.503 -4.368 -1.503 -3.659 c /ColorSpace << Give back to the water community by helping to develop or update an AWWA Standard. H{\O.j\J7Sv%J a0tOH=LRbl YQ_hm -]}I-Y\ >>^JTj /Font << n -1.271 -4.046 -1.271 -3.929 -1.344 -3.929 c -5.871 -1 Td h n f -1.986 -0.227 m f S 3.792 -3.318 l 2.933 0 Td 0.214 0.162 0.485 0.266 0.756 0.266 c h 495 0 obj <>stream /BleedBox [ 0 0 612 792 ] 0 0 m << Body of the Standard: Includessix sections: I. >> 4.666 2.283 l Aw=g cN-k/{pq)MN###2&icaZ/xg=Jh.dqW^}x-K>z 6666 West Quincy Avenue Denver, CO 80235-3098 T 800.926.7337 www.awwa.org Advocacy Communications Conferences Education and TrainingScience and TechnologySections AWWA Standard 10.721 -7.303 l /T1_2 80 0 R h /MediaBox [ 0 0 612 792 ] -0.61 -0.694 -0.703 -0.606 -0.713 -0.429 c BT PDF Section 15044 Pressure Testing of Piping Part 1 - General /GS0 gs 468 0 l -0.465 -3.131 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 8.765 -9.898 l q [ (\037) 70 (\036) -65 (\036) 56 (\037\035\034) -5 (\033) -3 (\032) -6 (\031) -3 (\030) -18 (\032) -4 <17> -1 (\030) ] TJ /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] 4.187 0.266 3.246 -1.034 1.809 -1.034 c 0.737 -0.437 0.637 -0.937 0.637 -1.25 c AWWA C600 Pdf Free Download - Pdf Keg h -1.706 -1.418 l 0.823 -6.084 0 -5.162 0 -3.715 c /T1_2 85 0 R 0.078 -0.32 0.229 -0.32 0.229 -0.456 c /Annots [ 18 0 R ] << -2.12 -0.247 -1.649 -0.713 -0.841 -0.713 c [ <0f> 2 (\033) -26 (\031) -9 (\036) -4 <1d171b> -26 (\036) 15 <0e170d> -9 <0c> 16 <12> 2 (\031) -9 <1017> ] TJ q f 0.63 -4.549 1.126 -5.361 1.126 -6.366 c 1 0 0 1 145.5631 671.0585 cm 468 0 l 0.666 0.076 m /T1_0 34 0 R 1 f 0.637 -0.551 0.637 -1.197 0.637 -1.549 c -1.2 -2.688 -0.755 -3.19 -0.176 -3.722 c 1.326 -2.652 l 0 -2.205 l 1.901 -4.027 2.071 -4.608 2.794 -4.608 c 0.56 0.732 0.228 0.661 -0.019 0.547 c -0.314 0.292 m -1.611 0.337 -1.15 0.57 -0.651 0.57 c The dangers of compressed air cannot be over emphasized. converted PDF PVC PIPE FIELD TESTING - MAXIMUM TEST PRESSURE - Uni-Bell -2.212 0.313 -2.822 0.128 -2.822 -0.496 c General coversthe scope, purpose, and application of the standard f Q Contact Us, McWane Ductile product engineers or sales representatives, ANSI/AWWA C600 Installation Guide for Ductile-Iron Mains and Their Appurtenances. Any material not designed for the specific pressures should not be used and should be isolated from any section of a line to be tested at higher pressures. 5.191 -9.898 l 0 g /Annots [ 18 0 R ] /Font << 2.037 2.644 1.427 1.905 0.858 0.886 c /Rotate 0 -0.127 -3.044 -1.357 -2.232 -1.89 -0.761 c the most current version of AWWA C600. 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. (Revision of ANSI/AWWA C600-10) AWWA Standard Installation of Ductile-Iron Mains and Their Appurtenances Effective date: July 1, 2017. 1.246 -1.982 l 14.4 TL Q 116.791 671.059 1.9 -7.304 re 2.798 0.257 1.833 1.245 0.622 1.245 c 2.938 -3.318 l 0 Tw >> q Prime the pump to remove all air prior to engagement with the line. 0 15.616 l -1.35 -1.464 -1.141 -1.526 -0.922 -1.526 c Testing 607 Repair and Abandonment . 0 0 m 0 0 m Standards | American Water Works Association SM 2017 American Water Works Association. 1.654 7.591 l Practice patience. S 85% found this document useful (13 votes), 85% found this document useful, Mark this document as useful, 15% found this document not useful, Mark this document as not useful, Save Hydrostatic Testing Awwa 600 For Later. &SYXeI/$ji+>x')aP46/'J?n[//~sKxJ#OYOzL|*GaI@:@63v LDWQ>eg,MN[ Z8J|c^dJw[]0: pl.Mc~U0,JoLlRU. 0.604 -0.328 0.866 0.058 1.246 0.058 c h 0 0 m -2.467 0.27 -3.219 -0.666 -3.219 -2.042 c 6.262 11.88 274.426 274.027 re /GS2 gs endobj 8.075 -13.273 l f It may be necessary to supplement this standard with special requirements not included in this standard (see foreword, Sec. 2 w -7.239 16.887 l q 1 0 0 1 102.7715 738.00011 cm f 0.731 -0.234 0.408 0.098 0.001 0.098 c gfg??^W~3ZDeL{&. 2.131 -3.425 l -2.601 -3.425 l >> Approved by American National Standards Institute Sept. 2, 2010. 4-1 Performance test on 36-in. /T1_2 29 0 R These documents reflect the state of the industry. -1.461 4.084 l 0.104 0 0.024 0 scn /CS0 66 0 R S q -0.482 5.607 m -0.964 3.177 m -0.238 -0.133 -0.504 -0.247 -0.813 -0.247 c >> 10 0 0 10 450.4713 730.5001 Tm -0.114 0.052 -0.238 0.09 -0.433 0.09 c ?T+!aX0e$0nDr|["Tn'.m l{C,6VT3!+,t;q15yUl;-d?h_/tt .YL@CrVnzvAWS #/ zWE Use of theStandard:Includes anyoptions oralternatives in the foreword. 1 0 0 1 289.8315 356.3588 cm f h -1.049 1.702 -0.468 1.56 0.128 1.433 c /Contents 90 0 R 2.085 0 l q 1.092 2.397 0.156 2.326 -0.567 1.971 c f 0 0 m /GS2 64 0 R 0 0 m 2.512 5.607 l /TT0 60 0 R Q /GS0 62 0 R -1.986 -2.326 -0.581 -4 1.829 -4 c PDF Ductile-Iron Pipe and Fittings - American Water Works Association BT 1.827 -9.033 l 12 0 obj 3.716 -5.913 l 1 0 0 1 284.22411 360.2191 cm f /Rotate 0 from application/x-indesign to application/pdf 1.901 -3.403 l The husband then asks his favorite mother-in-law the same question and receives the same response, "That's the way my mom did it." [ <16> -11 (\033) -22 (\032) -3 <13> -12 <14> -6 (\034) -8 <150d1a> -1 <15> -8 <1e0d0c> 48 <0f> -24 (\032) -1 <14> -4 <1514> -4 <15> -5 <0b> ] TJ -0.021 Tw 1.975 -2.053 1.964 -2.186 2.037 -2.186 c 1.688 0 l /GS0 62 0 R /F1 54 0 R /MediaBox [ 0 0 612 792 ] 0.646 -2.097 l -2.893 0 l -50.082 -1.25 Td Q 0 0 m /Producer (PyPDF2) /F1 54 0 R f 114.677 685.907 1.901 -7.303 re 284.59 350.263 0.637 -2.448 re Testing of Pressure Piping to be performed according to AWWA C600 (DIP), AWWA C605 (PVC) and the following as applicable: Hydrostatic testing procedure: Testing shall be performed in the presence of the CFPUA representative. endobj 0.622 1.245 m VI. h 0.604 -0.342 l 0.33 -0.761 0.685 -1.294 1.561 -1.294 c /CS0 cs 0 g /T1_4 80 0 R 0.5 w 0.22 -1.009 0.226 -1.034 0.241 -1.058 c /Resources << f 11 0 obj << -0.001 Tw 0.323 -1.065 m 1 0 0 1 271.17239 349.7504 cm /MediaBox [ 0 0 612 792 ] 1 0 0 1 115.188 669.4841 cm 4.012 0 l 0 0 m 1. q 0 0 m 0.482 -5.262 -1.035 -5.942 -2.581 -5.942 c Ri pu>,s(^ FIRc;ZS"]MN??$WQ?RPNhNN!7ofGyvj81k9FM&tlrV^$~>c+o%d 0 Tw 1.9 -7.091 l /F1 54 0 R Q The make-up water is measured and documented after each test. f -0.709 -4.425 -0.113 -4.226 0.213 -4.084 c /Resources << 469 0 obj <> endobj 0 0 m /GS0 62 0 R q 3.9 0.17 4.099 0.17 4.297 0.113 c -0.403 -3.219 -0.403 -3.353 -0.527 -3.781 c <>/XObject<>/ProcSet[/PDF/Text/ImageB/ImageC/ImageI] >>/MediaBox[ 0 0 612 792] /Contents 4 0 R/Group<>/Tabs/S/StructParents 0>> /BleedBox [ 0 0 612 792 ] Consult with the TMWA engineer and inspector . 4.529 0 l /Annots [ 18 0 R ] >> 1 0 0 1 366.19099 370.244 cm 1 0 0 1 84.4866 667.5842 cm -1.799 -8.123 -1.809 -8.3 -1.727 -8.3 c /F1 54 0 R 0 -7.304 l Q -3.999 -5.899 -5.204 -4.268 -5.204 -2.042 c Q Volume 29, Issue 3. /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] q /ExtGState << /Contents 101 0 R 1.74 -3.318 l -1.706 -1.418 l 3.153 -1.152 3.174 -1.27 3.174 -1.389 c @tn&!L8 nEI `g0 q+B@\.XCL> F6#`a 0 Tw /GS1 gs endobj MINIMUM INSTALLATION AND TESTING REQUIREMENTS Date: June 23, 2010 Date Last Issued: January, 2004 Date First Issued: Prior to 1990 . PDF/X-1:2001 mn >*[X;J6 } q ET 0.96 0.96 0.96 rg 2.139 1.284 m 0.641 0.709 0.372 0.576 0 0 c If a water line installed in the winter is filled with city water at 60 degrees Fahrenheit and the ground temperature is 32 degrees Fahrenheit, the water will cool and the pressure will drop. Submit the following in accordance with Section 01300 Submittals: - 1. 1 0 0 1 306.67239 348.745 cm -2.269 -4.553 -1.503 -4.367 -1.503 -3.659 c -1.35 -1.464 -1.141 -1.526 -0.922 -1.526 c /Type /Page /CropBox [ 0 0 612 792 ] 0 0 m This edition approved June 6, 1993. q Adobe InDesign CC 2017 (Windows) >> Q h 0.254 0 l 1.316 -2.652 l endobj Effective . -0.581 0.199 -1.007 0.312 -1.701 0.312 c Q 3.588 1.391 l We may chuckle a little, but this happens all too frequently in the field. -0.023 Tw 2.272 -3.565 l [ <14> -8 <10> -9 <15> -8 (\033) -21 <100d1a> -1 <15> -8 <1e0d0c> 48 <10> -17 (\033) -12 <09> -2 <15> -4 (\034) -8 <08> -7 (\034) -10 <0b> -42 (\031) ] TJ >> -0.285 -1.568 0.138 -1.83 0.57 -1.83 c /Rotate 0 endstream -0.341 6.572 l -0.248 -1.182 -0.155 -1.33 0.372 -1.418 c 6.539 0 Td h /CS0 66 0 R Q 1.126 -8.152 0.01 -9.216 -1.148 -9.216 c /BleedBox [ 0 0 612 792 ] 0 0 m Q 4.297 -1.801 l /MediaBox [ 0 0 612 792 ] 0.298 -5.658 l h -0.109 -0.522 -0.285 -0.736 -0.285 -1.103 c >> 1.801 0 l 0.626 -0.986 0.344 -1.267 0 -1.267 c disinfection <> 1.44 0.039 l 0 -2.448 l 2.936 1.262 l 3.02 -1.021 l 0 Tw Q -3.304 -5.942 -4.042 -5.814 -4.736 -5.629 c 1.829 -0.993 l ET q 18.046 -39.6 l 4.658 0 l 4.44 -3.425 l endstream endobj startxref /T1_0 34 0 R h trenchless applications 0.012 Tc 0 0 m -0.606 1.245 -1.566 0.251 -1.566 -0.937 c 3.957 -7.913 l Q 1.246 -2.211 l 8.821 -2.269 8.821 -1.305 7.728 -1.305 c 1.293 3.317 l 0.499 -1.364 0.323 -1.274 0.323 -1.065 c 0.323 -0.69 0.747 -0.642 1.031 -0.642 c -0.009 Tw -1.303 0.384 -1.623 0.074 -1.943 -0.606 c 1.17 1.284 l 1 0 0 1 353.1221 349.7348 cm 2.956 -2.448 l Pages 11-11. 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