0.33 -0.761 0.685 -1.294 1.561 -1.294 c << 1 0 0 1 210.1304 685.90669 cm 0.013 Tc endobj It outlines the requirements for performing hydrostatic tests on all types of pipes, valves, and other associated equipment. f -1.503 -2.226 -4.807 -3.204 -4.807 -0.568 c %PDF-1.5 % 6.048 -13.273 l 1.383 -0.57 1.268 -0.551 1.155 -0.551 c q 0 0 m q 1 0 0 1 78 131.78571 cm f 1.801 -0.979 2.581 0.17 3.716 0.17 c 1.706 -2.939 0.899 -3.604 0.103 -4.017 c II. /GS0 62 0 R /ExtGState << 1.147 -2.54 1.179 -2.437 1.396 -1.698 c 2.936 1.263 l q q >> /T1_1 85 0 R 0.248 1.787 0.352 1.787 0.403 1.684 c 0 Tc 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! Q Awwa C600 Testing Requirements Pdf f 0.181 1.227 -0.076 1.849 -0.984 1.849 c -0.326 3.644 -1.986 2.184 -1.986 -0.227 c 3.673 -1.22 3.29 -2.525 1.829 -2.525 c VI. Stop struggling with those hard-to-figure field calculations and put ease and efficiency right at your fingertips with our Pocket Engineer for mobile and desktop devices. 468 0 l q /Font << h Q /Annots [ 18 0 R ] Q Q Q 10.083 -7.913 l Q 0.383 -2.525 0 -1.206 0 0 c /Annots [ 18 0 R ] 1.52 7.089 1.344 6.395 1.22 5.804 c Special consideration must also be given when multiple piping products are used.". 1.166 -2.749 0.698 -1.222 0 0 c 0 -0.703 0.47 -1.264 1.279 -1.264 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 q 1.887 0.423 1.578 0.732 0.832 0.732 c /T1_0 34 0 R h Web evaluation of the required testing. h 2.316 1.477 2.45 1.994 2.45 2.289 c /ColorSpace << 1.89 -5.353 l h 0.699 0 l >> 0.19 7.434 l 2.329 -0.665 l 2.41 3.971 2.935 3.574 2.935 2.397 c ", Deflection of joints -after the pipe is homed. (\031) Tj Definitionsdefinesany technicalterms -7.239 16.887 l q 3.929 -7.913 l 1 0 0 1 93.561 710.6586 cm 6.778 -10.636 l 4.808 -7.304 l -3.304 -5.942 -4.041 -5.814 -4.736 -5.629 c Adobe InDesign CC 2017 (Windows) 1.688 -1.659 l 1 0 0 1 271.1812 368.51601 cm 2.45 2.466 2.44 2.644 2.285 2.644 c 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. /TrimBox [ 0 0 612 792 ] -0.003 Tc /Resources << Submit the following in accordance with Section 01300 Submittals: - 1. 1.407 -1.118 l 1.075 -1.278 0.922 -1.364 0.728 -1.364 c /GS1 65 0 R -0.483 5.607 m Use of a test pressure greater, than the rated valve pressure can result in trapped test pressure between the, gates of a double-disc gate valve. q 2.241 -0.638 1.787 -0.893 1.205 -0.893 c 1.659 2.652 l /ExtGState << 0.049 Tc Q 2.198 -1.305 1.9 -2.794 1.9 -3.729 c f 1.334 8.005 2.223 9.186 3.598 9.186 c (100 mm Through 300 mm), AWWA Comment Period on ANSI/AWWA D104 - Automatically Controlled, Impressed-Current Cathodic Protection for the Interior Submerged Surfaces of Steel Water Storage Tanks, AWWA COMMENT PERIOD ON THE REVISIONS TO AWWA C219 Bolted Sleeve-Type Couplings for Plain-End Pipe. 0.637 -2.448 l /TT0 60 0 R 0.594 0 l 1, 1994. -2.295 -4.697 -2.357 -4.578 -2.336 -4.46 c -0.404 -8.773 0.31 -8.093 0.31 -6.646 c /ColorSpace << 0.556 1.298 0 0.808 0 0 c ET Q >> AWWA C600-17 (Print+PDF) Installation of Ductile Iron Water Mains and 0.637 -2.377 l f Pop both balloons. >> B* There is a great deal of thought, preparation, and attention to detail involved with hydrostatic testing. 0 Tw 0.794 -0.77 0.665 -0.328 0.665 0.076 c /Parent 1 0 R 1 0 0 1 227.5452 684.3746 cm 1.887 0.423 1.577 0.732 0.832 0.732 c 1 0 0 1 178.9321 685.90669 cm 0 0 m /GS2 gs Q 0.403 -3.367 0.972 -2.658 0.972 -1.565 c 0.98 0.761 l /BleedBox [ 0 0 612 792 ] -1.29 1.617 -1.816 0.978 -1.816 -0.113 c -2.657 -8.979 -2.687 -8.847 -2.636 -8.684 c 1.117 3.679 l 2.798 0.257 1.833 1.245 0.622 1.245 c 1 0 0 1 341.23779 370.244 cm 4.255 -4 5.658 -2.326 5.658 -0.227 c 0.1 -1.896 l T* 0 0 m These procedures should not be applied for air-pressure testing because of the serious safety hazards involved with compressed air. -2.468 0.27 -3.219 -0.666 -3.219 -2.042 c /ColorSpace << -1.964 -1.462 l Complimentary on-site training services are provided upon request by McWane Ductile product engineers or sales representatives to ensure installation crews are empowered with the knowledge to complete the process. /C2_0 39 0 R 2.411 3.972 2.936 3.574 2.936 2.397 c /Parent 1 0 R 2.561 0.808 2.006 1.297 1.279 1.297 c /Contents 92 0 R 18 0 obj ET 5.644 0 l Use of theStandard:Includes anyoptions oralternatives in the foreword. Hydrostatic Testing Awwa 600 | PDF | Pressure | Litre - Scribd 0 g /T1_3 85 0 R /CropBox [ 0 0 612 792 ] JRhas been with McWane Ductile for more than 30 years, starting on the ground floor. 2 w &SYXeI/$ji+>x')aP46/'J?n[//~sKxJ#OYOzL|*GaI@:@63v LDWQ>eg,MN[ Z8J|c^dJw[]0: pl.Mc~U0,JoLlRU. /ColorSpace << 1.886 2.397 l /BleedBox [ 0 0 612 792 ] Web hydrostatic testing of water mains as a minimum, all water mains shall be tested in accordance with the hydrostatic testing requirements of ansi/awwa c600. /BleedBox [ 0 0 612 792 ] 4.198 -3.333 l 1 0 0 1 284.22411 360.2191 cm
awwa c600 testing requirements pdf
