awwa c600 testing requirements pdf

-0.589 1.383 -0.446 1.117 -0.428 0.808 c 0.813 -0.052 1.083 0.058 1.416 0.058 c 0 0 m 4.529 -9.033 l -0.284 6.069 l q 1 0 0 1 353.1221 349.7348 cm -1.207 -0.247 -1.483 -0.024 -1.511 0.371 c -1.461 4.084 l 3.035 -1.247 3.035 -1.73 3.106 -2.113 c 13.898 0 l 1 0 0 1 102.7715 738.00011 cm >> /TrimBox [ 0 0 612 792 ] q (\030\034) Tj f 0 0 m /GS0 62 0 R 1.9 0 l h -0.317 -1.599 l 0.566 0 l -0.284 6.069 l 0 0 m /T1_3 1 Tf /Resources << Installations that require special attention, techniques, and. -0.404 -8.773 0.31 -8.093 0.31 -6.646 c 0.879 -3.318 l 1 0 0 1 109.1611 685.90669 cm h 2.61 0 l 0 Tc q 1.688 -1.659 l -1.303 0.384 -1.623 0.074 -1.943 -0.606 c h /T1_2 80 0 R /GS2 gs 1.52 7.089 1.344 6.395 1.22 5.804 c -1.344 -4.726 -1.996 -5.362 -2.646 -5.362 c 0.002 Tw /ColorSpace << 1.477 -0.988 l -0.946 -0.557 0.161 -0.31 0.161 -1.193 c 0 30.063 l 0 -2.205 l 1.235 0 Td >> 3.021 -4.539 3.815 -4.34 4.51 -3.957 c >> BT Q 3.602 -3.83 l /CS0 66 0 R (\031) Tj h /Resources << h 4.658 0 l 1.886 2.397 l 2.241 -0.638 1.787 -0.894 1.206 -0.894 c 0.298 -5.658 l endobj 1.611 -1.141 l << -0.504 -0.746 -1.612 -1.074 -1.612 -0.191 c >> h General Provisions in Section 0200 for further requirements. 1 0 0 1 336.064 349.7348 cm /C2_0 39 0 R f q Copyright 2017 American Water Works Association All Rights Reserved -0.326 3.645 -1.986 2.183 -1.986 -0.227 c 0 0 m First edition approved by AWWA Board of Directors May 8, 1977. -1.571 -5.066 -1.789 -4.238 -1.789 -3.515 c /CropBox [ 0 0 612 792 ] h /TrimBox [ 0 0 612 792 ] disinfection -1.433 4.084 l 0 -2.448 l 0 Tw q >> 0.161 -1.763 -0.347 -1.992 -0.865 -1.992 c -0.021 Tw /C2_0 39 0 R q /Rotate 0 1.886 2.397 l -0.775 -2.999 -0.816 -3.043 -0.91 -3.043 c 5.049 1.248 4.283 3.105 1.574 3.105 c 1.673 0.057 1.915 -0.071 2.053 -0.375 c W -2.657 -4.401 -2.44 -4.623 -2.191 -4.623 c Q V. Verification includesmaterial tests and manufacturing processes to ensure product quality 6.111 0 Td 2.212 -2.186 2.708 -1.698 3.008 -1.182 c 4.808 -7.303 l Q 1.126 -8.152 0.01 -9.216 -1.148 -9.216 c -0.471 0.465 l /F1 54 0 R Give back to the water community by helping to develop or update an AWWA Standard. (+V?Q:Z)B^PMkg\yp^.qV0Biw4B1-15x@P[WYD53"; 2.411 4.123 2.068 4.593 1.408 4.593 c h /Resources << 1.852 4.186 1.7 5.835 0.19 5.835 c >> f /GS0 62 0 R 1.203 0.465 l 0.683 3.19 0.796 2.924 0.703 2.585 c 8.821 -2.95 l 4.326 -9.033 l [ <9102> -38 <04> -33 (\221) -74 (\221) -41 <04> -28 <02> -21 <0d> -39 (\215) -52 (\222) ] TJ 0.761 -1.446 l -0.312 -0.222 m q -2.295 -8.226 -1.707 -8.773 -1.106 -8.773 c 1.121 0 Td /MediaBox [ 0 0 612 792 ] 1.673 0.954 2.484 0.086 2.484 -0.937 c n 0 0 m /Width 179 1.688 0 l The pressure gauge is to be connected to the pipe at the lowest location. 4.658 0 l The Council has grown from five to 24 members, with nearly 1,600 volunteer subject matter experts serving on 72 committees. /T1_3 85 0 R 3.035 -1.247 3.035 -1.73 3.106 -2.113 c Hydrostatic Testing Awwa 600 | PDF | Pressure | Litre - Scribd 0.575 -0.555 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. << endstream 0 Tw /Contents 103 0 R /BitsPerComponent 8 -0.844 30.063 l 0 0 m 2017-05-31T09:35:36-06:00 -0.651 -7.887 -1.716 -9.216 -2.429 -9.216 c 2.131 -3.425 l 0.162 -1.764 -0.347 -1.992 -0.865 -1.992 c PDF Section 02702 -testing Requirements for Sanitary Sewer: Mains and Manholes Ensure the pump is primed before the valve is opened to the water line. 0.794 -0.77 0.666 -0.328 0.666 0.076 c 0.086 0.978 0.624 1.716 1.687 1.716 c -0.031 0.532 0.052 1.27 0.186 1.713 c -2.283 -5.353 l q 0.193 -0.704 0.216 -0.771 0.216 -0.904 c h S Q These piping systems often contain components made from other materials. 0.646 -2.097 l /Annots [ 18 0 R ] 0 Tw 1.559 -1.308 1.496 -1.102 1.153 -1.005 c 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 From the initial standards covering pipes, water meters and steel water storage tanks, AWWA volunteers have guided the expansion of the standards program. q /Parent 1 0 R Crews have worked long hours to meet deadlines and are anticipating the end of the project. f 116.791 671.059 1.9 -7.304 re 0.641 -1.462 l q Duration of the test is two hours. /GS2 gs 4.41 -2.269 4.41 -1.305 3.318 -1.305 c 2.795 0 l 1.697 0.803 1.896 0.451 1.896 0.076 c 8.821 -2.269 8.821 -1.305 7.728 -1.305 c -1.757 -7.975 l f The Contractor shall submit a test report which includes the following 2.595 -0.576 3.442 0.029 3.442 1.506 c f >> /Type /Action 1.307 -0.832 1.278 -1.007 1.174 -1.145 c 8.075 -13.273 l /F1 54 0 R h 4.127 -1.702 3.787 -1.645 3.446 -1.645 c /T1_1 85 0 R 2.248 -2.448 l f Water temperature is not typically a huge factor during hydrostatic testing but must be considered at times. 1.928 -7.091 l 0 -0.703 0.47 -1.264 1.278 -1.264 c -2.269 -4.553 -1.503 -4.367 -1.503 -3.659 c 0.823 -6.084 0 -5.162 0 -3.715 c 468 0 l /CS0 66 0 R 0.86 -1.83 1.178 -1.678 1.326 -1.407 c h /T1_1 49 0 R /TT0 60 0 R Three hydro tests are conducted with each having the same time intervals. 4.127 -1.702 3.787 -1.645 3.446 -1.645 c 0 Tc General B. /ExtGState << 0.2 0.5 0.3 RG f BT -0.237 -0.133 -0.504 -0.247 -0.813 -0.247 c /T1_0 1 Tf The hydrostatic test parameters must be clearly defined during the design phase and stated in the project specifications. 0.575 -0.556 l 0 0 m -0.908 1.745 -0.354 1.659 0.17 1.503 c 1.827 -3.997 l /F1 54 0 R -0.145 -4.327 0.114 -4.032 0.569 -3.47 c -1.986 -2.325 -0.582 -3.999 1.829 -3.999 c >> /Resources << 1.307 -0.832 1.279 -1.008 1.174 -1.146 c Allowing all the air to vent and adequate time for any water absorption in the cement lining are beneficial. /GS1 65 0 R 0.665 0.076 m %%EOF q 1.092 2.397 0.156 2.326 -0.567 1.971 c f This edition approved Jan. 14, 2017. >> gfg??^W~3ZDeL{&. 3.716 -6.595 l Q -6.382 -3.83 m >> 1 0 0 1 203.22459 682.4324 cm Q q -1.815 -1.503 -0.553 -2.283 0.737 -2.283 c 4.509 -2.411 m 2.936 0.695 2.85 0.17 2.539 -0.241 c q 3.021 -1.021 l /Font << -2.269 -4.551 -1.503 -4.368 -1.503 -3.659 c /T1_4 49 0 R 0 0 m >> 1.688 0 l 0.637 -2.448 l << 1.644 0.281 m Q h 0 0 m 0 -0.458 -0.228 -0.93 -0.548 -0.93 c q f From source to storage, from treatment to distribution, AWWA Standards cover the products and processes related toall areas of water treatment and supply. >> 1.651 -2.205 l 0 Tc /ExtGState << At the, conclusion of the pressure test, the corporation cocks shall be removed and plugged. American National Standards Institute accreditation of AWWA Standards is your additional assurance of excellence. 0 0 m 0.637 -3.565 l << Q 5.985 0 Td 3.957 -7.913 l

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