/TT0 60 0 R ANSI/AWWA C600-17 (Revision of ANSI/AWWA C600-10) C 017 A W W A A This is a preview of "AWWA C600-2017". h 0.63 -4.549 1.126 -5.361 1.126 -6.366 c 468 0 l n 0 0 m 1 0 0 1 325.1572 353.10201 cm h Q f 3.318 -6.027 2.879 -6.084 2.312 -6.084 c /F1 54 0 R q 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 4.529 -9.033 l 0 0 m -2.595 -9.083 l /Width 179 Q >> -7.239 16.887 l /T1_0 34 0 R Q Submit the following in accordance with Section 01300 Submittals: - 1. The test pump is to be connected at the lowest point of the line. Q 1 0 0 1 271.1812 368.51601 cm 0.594 -0.342 l 1.829 -0.993 l 2.167 -0.437 2.115 -0.94 2.115 -1.259 c [ <15> 6 <11> -4 <100f> -5 <1015> 1 (\033) -12 <10> -15 <12> ] TJ 0 0 m -1.2 -2.688 -0.755 -3.19 -0.176 -3.722 c 1.901 3.461 l f Q /Type /Page 2.995 7.434 4.313 5.709 4.313 3.057 c 1 0 0 1 273.32471 354.7758 cm /T1_2 85 0 R 0.803 -0.042 1.093 0.057 1.331 0.057 c 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 /T1_0 34 0 R 0.613 -0.333 l (\221\221) Tj 0 0 m Learn about events and education through American Water Works Association. 0.018 Tc Q f 0.161 -1.763 -0.347 -1.992 -0.865 -1.992 c 0 1.092 0.596 2.17 1.829 2.17 c 0 0.465 l q >> q /MediaBox [ 0 0 612 792 ] [ <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 8.339 0 l Q -3.422 -2.836 -3.018 -1.152 -2.109 0.015 c /TrimBox [ 0 0 612 792 ] Q 3.035 -1.247 3.035 -1.73 3.106 -2.113 c << f 1.131 0.266 1.307 0.133 1.307 -0.262 c /T1_0 1 Tf -4.623 -4.07 l /T1_0 34 0 R 4.149 0.165 3.527 -0.634 2.639 -0.964 c What is Tuberculation and Why Did it Happen in Iron Pipe? 0 0 m 0 0 m 0.774 3.679 l 0 0 0 1 K -0.255 -5.829 -0.822 -5.899 -1.603 -5.899 c 1.801 0 l 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 /GS1 65 0 R PDF Section 15044 Pressure Testing of Piping Part 1 - General 0 0 m 11.316 -9.898 l f /Type /Pages -2.283 3.679 m 0 0 m 2.139 1.284 m -0.92 -0.044 -0.765 0.561 -0.362 0.561 c -1.049 1.702 -0.468 1.56 0.128 1.433 c endobj 1.887 -0.299 l >> Q endobj 0.007 Tc 1.925 -1.773 l 2.522 8.729 2.067 7.857 2.067 6.838 c 1.065 -1.034 0.352 -0.709 0 0 c /Annots [ 18 0 R ] The purpose of this standard is to provide the minimum requirements for the materials and installation of CIPP systems for the rehabilitation of existing potable water mains 4 in. 1.887 0.423 1.578 0.732 0.832 0.732 c Sitemap 2.967 3.19 3.143 2.88 3.143 2.393 c 1.336 -1.407 l 0 0 m -1.049 1.702 -0.468 1.56 0.128 1.433 c >> -0.964 3.177 m -0.471 0.465 l f 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. 4.68 0.057 4.666 0.61 4.666 1.347 c -1.566 -2.131 -0.6 -3.118 0.622 -3.118 c 3.602 -3.829 l 377.597 384 m Q /TrimBox [ 0 0 612 792 ] /ExtGState << /C2_0 39 0 R The dangers of compressed air cannot be over emphasized. 0.637 0 l Installations that require special attention, techniques, and. q 1.852 -3.997 l 1 0 0 1 308.52049 371.5121 cm -1.026 1.903 -1.845 3.848 -2.398 5.659 c 0 -0.458 -0.228 -0.93 -0.548 -0.93 c 0 0 m 0 0 m /GS0 62 0 R Effective . Effective Date: April 12, 2022 . Approved by American National Standards Institute Feb. 9, 1994. 0.006 Tc First edition approved by AWWA Board of Directors May 8, 1977. The water supply container must be marked at the water level to assist with calculating the make-up water. h 3.389 -2.652 l -3.304 -5.942 -4.042 -5.814 -4.736 -5.63 c But wait, you have not pressurized the line. -2.212 0.313 -2.822 0.128 -2.822 -0.496 c /ExtGState << /Annots [ 18 0 R ] S 1 0 0 1 327.7314 352.80611 cm Hydrostatic Testing Awwa 600 | PDF | Pressure | Litre - Scribd q Many people do not realize how their water gets to them or how blessed we are to have clean drinking water, says Regula. ET h endobj -2.285 -1.329 -2.605 -2.525 -2.636 -3.663 c h q /Rotate 0 /GS0 62 0 R >> 2.935 1.263 l Files AWWA C600-17 Installation of Ductile-Iron Mains and Their Appurtenances .More Information List Price: $140.00 Member Price: $98.00 Quantity: 2.081 -1.294 2.499 -0.964 2.499 -0.533 c 0.181 0.371 l -1.461 4.084 l 1.9 0 l &SYXeI/$ji+>x')aP46/'J?n[//~sKxJ#OYOzL|*GaI@:@63v LDWQ>eg,MN[ Z8J|c^dJw[]0: pl.Mc~U0,JoLlRU. BT All rights reserved. ET 0 1.391 l 1 0 0 1 275.71581 358.4276 cm 0.699 0 l 4.808 -3.404 l /BleedBox [ 0 0 612 792 ] -1.303 0.384 -1.623 0.074 -1.943 -0.606 c Hydro testing a new water line essentially begins during the design phase. NInZ -]aU.%r qPOdY\pw2 ^j{ >Nx jDP{Xmjl|.ZnZ#n }mf@7Pz\u+N1AyX2AkJHO9t9n"++PG2 /Font << Engineering professionals often include on-site training by the manufacturer in the project specification to ensure training is completed. hydrostatic testing 1.52 7.089 1.344 6.395 1.22 5.804 c 1 0 0 1 348.2222 356.95641 cm n >> f 0 0 0 1 K q /ExtGState << /T1_2 1 Tf If permanent air vents are not, located at all high points, corporation cocks shall be installed at such points so that, the air can be expelled as the line is filled with water. 0 0 m Approved by American National Standards Institute Feb. 14, 2017. Q 0 5.835 l 1.245 -1.982 l 0 0 m Q 1 0 0 1 0 684 cm -0.083 -1.432 0.238 -1.151 0.62 -0.635 c 378 341.102 l q h -2.468 0.27 -3.219 -0.666 -3.219 -2.042 c 1 0 0 1 178.9321 685.90669 cm -1.549 -1.364 l 2.085 0 l IV. For tests at these pressures, the test setup, should include a provision, independent of the valve, to reduce the line, then be opened enough to equalize the trapped pressure with the line, 4.1.1.6 The test pressure shall not exceed the rated pressure of the valves when the, section thereof shall be subjected to a hydrostatic pressure of at least 1.5 times the, working pressure at the point of testing. 0 0 m h 17 0 obj 1 0 0 1 172.3522 682.9713 cm from application/x-indesign to application/pdf -0.403 -3.219 -0.403 -3.353 -0.527 -3.781 c 0.403 -3.367 0.972 -2.658 0.972 -1.565 c /GS0 62 0 R /ExtGState << ET 0.689 -0.262 0.376 -0.286 0.133 -0.405 c Think about it, you have installed a water line - test with water. S 1.096 0 Td 3.602 -3.83 l 1.688 0 l q /F1 12 Tf /Rotate 0 4.808 -2.51 4.794 -1.305 3.574 -1.305 c -0.429 -2.827 -1.251 -1.97 -1.251 -0.937 c We provide the resources you need to continue to learn and the tools you need to do your job well.
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