-0.019 Tw -0.207 -1.058 l 0.31 -6.646 m 0 0 0 1 K 0.499 -1.364 0.323 -1.273 0.323 -1.065 c 2.042 -9.033 l 258 341.102 120 42.898 re 6.977 -1.985 l These AWWA Standards address all facets of water treatment and delivery. 1 0 0 1 269.7085 360.2191 cm 1.649 2.652 l 0 Tw 0.254 0 l 0 0.465 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 This edition approved June 6, 1993. >> -3.46 -1.56 l Approved by American National Standards Institute Feb. 14, 2017. AWWA C600-17 (Print+PDF) Installation of Ductile Iron Water Mains and Their Appurtenances Look Inside This standard covers the minimum requirements for the installation of ductile-iron water mains and their appurtenances, including materials, dimensions, tolerances, and testing procedures. /Count 13 2 0 obj If, as a last resort, testing with air is the only option, there are items of concern: An example to compare water and air: fill one balloon with water and the second with air. 278.967 350.263 0.637 -2.448 re f 1.901 1.39 l 1.317 -2.652 l 0 Tc DRAWN DESIGN DATE REV TRUCKEE MEADOWS WATER AUTHORITY 7/2011 2ND ENGINEERING & CONSTRUCTION STANDARDS /TrimBox [ 0 0 612 792 ] The pressure gauge is to be connected to the pipe at the lowest location. Website Terms of Use /T1_1 49 0 R 0 0 m 2.042 -1.751 l q 1.696 0.803 1.896 0.451 1.896 0.076 c Test Report 1. 1 0 0 1 270.791 354.5668 cm x;i ?f@ v{0o>p$$'$DUWW]OC>&]oMpu{}k?#yUDM=/!Y.e'gE.WJ-eHr\eOr%2]\5\@? 1.644 -0.841 0.62 -1.58 -0.869 -2.171 c "AWWA has served the members and the water industry by dedicating staff and volunteer resources to this core program, and has succeeded in enabling the continued development and expansion of industry standards.". The same basic principles can be applied to most other materials as well. T* (\037\036) Tj 1 0 obj What is Tuberculation and Why Did it Happen in Iron Pipe? q 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. 1.383 -0.57 1.268 -0.551 1.155 -0.551 c 18 0 obj 11.317 -9.898 l 0.482 -5.262 -1.036 -5.942 -2.581 -5.942 c -1.744 1.849 -2.12 1.264 -2.12 0.556 c /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] 1 0 0 1 317.19679 350.7831 cm 0 0 m -0.248 0.871 0 0.457 0 0 c 0 5.835 l 0 -0.704 0.47 -1.265 1.279 -1.265 c h 0.525 -0.894 0 -0.624 0 0 c 3.035 -1.247 3.035 -1.73 3.106 -2.113 c 0 Tw 0 0 m /TT0 60 0 R 1.852 0 1.852 1.953 1.852 3.146 c 0 0 m -3.46 -1.56 l 0 -7.303 l /MediaBox [ 0 0 612 792 ] q 2.829 3.679 4.149 2.893 4.149 1.116 c 0.33 -0.761 0.685 -1.294 1.561 -1.294 c 5.645 0 l Let's be perfectly clear: An air test is absolutely not the same as a hydro test. /TrimBox [ 0 0 612 792 ] 0.214 0.162 0.485 0.266 0.756 0.266 c -1.986 -2.325 -0.582 -3.999 1.829 -3.999 c stream Q Thousands of utilities in North America and other countries, have adopted AWWA Standards as part of their processes and procedures. 3.588 0 l -0.581 0.199 -1.007 0.312 -1.701 0.312 c It outlines the requirements for performing hydrostatic tests on all types of pipes, valves, and other associated equipment. 0 0 m /ExtGState << /GS2 gs 3.134 -4.609 3.46 -4.538 3.659 -4.411 c 0.086 0.978 0.624 1.716 1.687 1.716 c f 0 Tw 1 0 0 1 301.36771 347.62289 cm -1.433 4.084 l << 15 0 obj [ (\037) -3 (\036) -4 (\035) 2 (\034) -13 (\033) -30 (\032) -13 (\032) 2 (\033) 3 (\034) -17 (\031) 15 (\030) 18 <1e1718> 15 <1617> ] TJ /Type /Page /BleedBox [ 0 0 612 792 ] f Testing 607 Repair and Abandonment . 0.475 0.399 0.899 -0.576 1.934 -0.576 c /Type /Page 0 -9.033 l /Parent 1 0 R >> /Font << -1.923 -0.738 -1.023 0.443 0.052 0.443 c 0.637 -1.35 0.694 -1.545 0.936 -1.545 c 1 0 0 1 273.32471 354.7758 cm >> f 1 0 0 1 314.9429 356.95641 cm 0.594 -0.342 l -0.109 -0.522 -0.285 -0.736 -0.285 -1.103 c Three hydro tests are conducted with each having the same time intervals. 0 0 m /Resources << endstream /F1 54 0 R W 3.9 0.17 4.099 0.17 4.297 0.113 c 1.925 -1.773 l q C600-17 Installation of Ductile-Iron Mains and Their Appurtenances /CS0 66 0 R f /Contents 100 0 R 0.709 5.361 -0.284 5.148 -1.021 4.808 c 0 Tw f 1.901 3.461 l -0.304 0.585 -0.119 0.556 0.057 0.504 c /TrimBox [ 0 0 612 792 ] 0 0 m endobj 1 0 0 1 145.5631 671.0585 cm 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! 3.021 -1.021 l 0 0 m 0.214 0.162 0.485 0.266 0.756 0.266 c 0.637 0.465 l >> 0.637 -1.35 0.694 -1.545 0.937 -1.545 c -2.233 -9.216 -3.081 -8.404 -3.081 -6.985 c -3.422 -2.836 -3.018 -1.152 -2.109 0.015 c /Resources << 1.659 2.652 l -1.049 1.702 -0.468 1.56 0.128 1.433 c 4 M -4.028 -4.368 -3.403 -4.551 -2.751 -4.551 c -2.578 -12.623 1.166 -8.879 1.166 -4.258 c -3.999 -5.899 -5.204 -4.268 -5.204 -2.042 c Find decades of Ductile iron expertise with installation guides, videos, tip sheets, training resources, and more in our Learning Center. 1.128 0 Td h -1.815 -3.148 -0.411 -4.539 2 -4.539 c 0.162 -1.764 -0.347 -1.992 -0.865 -1.992 c h /Type /Page 1.717 -1.659 l 1.801 -0.979 2.581 0.17 3.716 0.17 c 6.977 -1.985 l /Filter /FlateDecode h f -0.741 0.104 -0.946 0.043 -0.946 -0.167 c 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. 1 0 0 1 288.07761 355.2411 cm 2.499 1.307 -1.51 0.292 -1.51 3.781 c V} 8(cc*^b @"'vNz5rpI{UyIK g[;lH)F7k+& .O{tY~ K`L"N2G. 0.665 0.441 0.865 0.803 1.279 0.803 c 1.651 -2.205 l endobj /GS1 65 0 R >> -0.34 0.156 -0.709 0.27 -1.29 0.27 c -0.775 -2.999 -0.816 -3.043 -0.91 -3.043 c 4.313 0.482 3.235 -1.599 0.469 -1.599 c 0 g 6666 West Quincy Avenue, Denver, Colorado 80235, The testing methods described in this section are specific for water-pressure, testing. 0.298 -5.658 l /GS2 gs 2.091 -1.264 2.562 -0.703 2.562 0 c hydrostatic testing Q /T1_3 85 0 R -0.964 3.177 m 4.127 -1.702 3.787 -1.645 3.446 -1.645 c 1.852 4.186 1.7 5.835 0.19 5.835 c 0.18 -0.652 l 0.181 0.371 l 1 0 0 1 78 591.35091 cm 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. h Adobe InDesign CC 2017 (Windows) Privacy Policy /ExtGState << /GS2 63 0 R -2.295 -8.226 -1.706 -8.773 -1.106 -8.773 c The American Water Works Association first published consensus documents in 1908. 1 0 0 1 271.17239 349.7504 cm 0 -2.448 l Submit the following in accordance with Section 01300 Submittals: - 1. /F1 54 0 R >> 2.426 -0.157 3.234 0.17 4.226 0.17 c S 1.697 0.803 1.897 0.452 1.897 0.076 c 1.235 0 Td h 378 384 l 3.021 -4.539 3.815 -4.34 4.509 -3.957 c q 1 0 0 1 0 0 cm 1.739 -3.318 l /CropBox [ 0 0 612 792 ] %PDF-1.5 1.086 0.443 1.706 -0.517 1.706 -1.728 c 1.827 -9.033 l 4.707 -1.839 3.185 -3.044 1.408 -3.044 c /MediaBox [ 0 0 612 792 ] 4-1 Performance test on 36-in. 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. 2.329 -0.665 l /ExtGState << (\221\221) Tj ET 3.716 -6.595 l 0.637 0 l /T1_2 80 0 R 0.6 7.089 1.148 7.384 1.52 7.665 c endstream endobj 173 0 obj <> endobj 174 0 obj <> endobj 175 0 obj <>stream f f -1.55 -1.364 l Learn about events and education through American Water Works Association. 2.037 2.644 1.427 1.905 0.858 0.886 c */XYrw{' .H Y ==2* sY+J]q( 6v. /GS2 gs 1.126 -8.152 0.01 -9.216 -1.148 -9.216 c 0 14.772 l 1 0 0 1 314.4575 377.6781 cm endobj 0.023 Tc /Resources << 5.049 1.248 4.283 3.105 1.574 3.105 c WARNING: The testing methods described in this section are for water-pressure testing only. The Contractor shall submit a test report which includes the following 0.908 -3.148 0.086 -2.482 0 -1.305 c Q /MediaBox [ 0 0 612 792 ] Try out the McWane Pocket Engineer today. /GS2 63 0 R -0.61 -0.694 -0.703 -0.606 -0.713 -0.429 c This includes products that comply with ANSI*/AWWA C900, ANSI/AWWA C907, or ANSI/AWWA C909. 0.622 -1.148 l /GS2 63 0 R 0 g /MediaBox [ 0 0 612 792 ] -0.083 -1.432 0.238 -1.151 0.62 -0.635 c 0 -2.448 l 4.68 0.057 4.666 0.61 4.666 1.347 c S 2.595 -0.576 3.442 0.029 3.442 1.506 c 4 0 obj Q 1.887 0.423 1.577 0.732 0.832 0.732 c subsqueous Crossings Adobe InDesign CC 2017 (Windows) II. The amount of make-up water is documented and compared from all three tests. 3 0 obj /ColorSpace << >> 0.637 0 l 0.736 -0.437 0.637 -0.936 0.637 -1.25 c f 0.553 -1.56 l >> [ (\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 /T1_0 85 0 R 1 0 0 1 187.5118 688.50121 cm S 2.241 -0.638 1.787 -0.894 1.206 -0.894 c /T1_2 80 0 R Q >> 0 0 m /GS2 gs -0.946 -0.556 0.162 -0.309 0.162 -1.193 c ?QBe/ii)lM2@`rwL)W)B1C1x=Tlr[^h>-Tz#L0Y=-vn+^to^9Hy~bL1Ut0] 1.293 3.318 l -0.249 -1.182 -0.155 -1.33 0.372 -1.418 c /MediaBox [ 0 0 612 792 ] h Q Q revision of AWWA Standard C600, C901 and C902 plus the additional requirements of the Department of Health, and WWS. /ExtGState << 1.202 0 l 0 0 m 606 Testing and Inspections A. 0 0 m 377.597 384 m >> -1.461 4.084 l 0.566 0 l endstream endobj 213 0 obj <> endobj 216 0 obj <> endobj 217 0 obj <> endobj 218 0 obj <> endobj 16 0 obj <>/Font<>/ProcSet[/PDF/Text]/XObject<>>>/Rotate 0/TrimBox[0.0 0.0 612.0 792.0]/Type/Page>> endobj 21 0 obj <>/Font<>/ProcSet[/PDF/Text]/XObject<>>>/Rotate 0/TrimBox[0.0 0.0 612.0 792.0]/Type/Page>> endobj 22 0 obj <>stream /T1_1 55 0 R /TrimBox [ 0 0 612 792 ] Q 8.339 0 l -0.41 0.098 -0.732 -0.235 -0.732 -0.634 c -1.964 -1.462 l 1.887 -0.299 l 1.131 0.266 1.307 0.133 1.307 -0.261 c 5.191 -9.898 l /Parent 1 0 R /Type /Page 69.124 14.772 l h -0.031 0.532 0.052 1.27 0.186 1.713 c -0.312 -0.222 m q 0.32 5.08 l In no event will AWWA be liable for direct, indirect, special, incidental, or consequential damages arising out of the use of information presented in this book. -3.219 -3.389 -2.581 -4.425 -1.248 -4.425 c f 0 3.462 l /GS2 63 0 R 2.651 3.59 l <> /T1_0 1 Tf endstream endobj startxref 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". /Annots [ 18 0 R ] 4.779 -2.113 l q 1.065 -1.034 0.352 -0.709 0 0 c 1 0 0 1 102.5811 682.9713 cm 1 0 0 1 276.9272 353.4496 cm 0.078 -0.32 0.229 -0.32 0.229 -0.456 c 4.737 -1.545 4.708 -1.035 4.694 -0.482 c -1.251 0.086 -0.446 0.954 0.617 0.954 c 1.688 0 l application/pdf 1.616 0.292 0.89 0.292 0.736 0.292 c 0.31 -5.509 -0.269 -4.829 -0.847 -4.342 c <>>> 4.666 2.283 l NInZ -]aU.%r qPOdY\pw2 ^j{ >Nx jDP{Xmjl|.ZnZ#n }mf@7Pz\u+N1AyX2AkJHO9t9n"++PG2 0 0 m /GS2 gs 1.9 0 l /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] -48.679 -1.25 Td 0.01 Tw /Im0 Do h h 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. 0 0 m /Annots [ 18 0 R ] /Font << /ColorSpace << 0.181 0.371 l >> 4.504 -4.859 l 0.193 -0.704 0.216 -0.771 0.216 -0.904 c -1.085 -1.788 -1.499 -1.802 -1.964 -1.832 c 2.212 -2.186 2.708 -1.698 3.008 -1.182 c q First edition approved by AWWA Board of Directors May 8, 1977. /Annots [ 18 0 R ] 0 -7.303 l 0 0 m -0.32 6.867 l /Font << -1.29 1.617 -1.816 0.978 -1.816 -0.113 c >> -1.51 5.138 -0.152 6.343 1.408 6.343 c f 1.44 0.038 l Q f This standard covers the minimum requirements for the installation of ductile-iron water mains and their appurtenances, including materials, dimensions, tolerances, and testing procedures. 0 0 m 0 -7.303 l -2.524 6.069 l Ensure the pump is primed before the valve is opened to the water line. (\031) Tj >> 0 0 m -0.499 -0.713 -0.233 -0.646 0 -0.518 c /CropBox [ 0 0 612 792 ] q 4.326 -1.751 l endobj 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 0 0 1 280.3071 349.5883 cm ?T+!aX0e$0nDr|["Tn'.m l{C,6VT3!+,t;q15yUl;-d?h_/tt .YL@CrVnzvAWS #/ zWE 1.05 -1.545 1.16 -1.521 1.226 -1.478 c q /BitsPerComponent 8 /CropBox [ 0 0 612 792 ] 1.603 -2.283 2.553 -1.829 2.993 -1.021 c >> (\030\034) Tj 3 0 obj /Type /Page [ <0b> -10 <0a> 15 <0a> 17 <14> -17 <10> -21 <1c121e> -1 (\033) -28 (\036) 13 <13> -7 <12> -14 (\035) ] TJ C600-17 Installation of Ductile-Iron Mains and Their Appurtenances 4TusQ2+$ho71#A ={ ZN6b3j:OZRIm IO{IM^94mUHx*4O h|o@mBv`! /C2_0 39 0 R 1.203 0.465 l <0e1e> Tj 0.956 -0.262 l 1.901 -3.404 l Q (914-mm) ductile-iron pipe with push-on joints, 22 4-2 Laying conditions for ductile-iron . 0.566 -0.555 l -1.611 0.337 -1.15 0.57 -0.651 0.57 c q -0.972 -3.708 -0.91 -3.825 -0.941 -3.973 c 4.44 -3.425 l 12 -39.6 l 1.404 -3.83 l 3.078 2.17 3.673 1.12 3.673 0 c [ <17> -18 <17> -18 <17> -18 <17191a11> -11 <0e> -16 <06198b> -20 (\210) -8 <0f> -8 <0c> -17 <07> -18 (\235\031\037) -2 <10> -10 <11> -12 <0c> -10 (\210) -16 <1119> ] TJ 3.792 -3.318 l -2.212 0.313 -2.822 0.128 -2.822 -0.496 c q 1.871 4.445 1.334 5.332 1.334 6.395 c /GS1 gs h /Resources << q /T1_2 49 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 0 0 m f -0.695 3.105 -1.815 1.361 -1.815 -0.751 c f 0.666 0.442 0.865 0.803 1.279 0.803 c Q 0.103 -1.802 -0.279 -1.788 -0.703 -1.788 c 1.203 0 l 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. q -0.964 3.177 m h 1.901 -4.027 2.07 -4.609 2.794 -4.609 c 3.588 1.391 l -4.027 -4.367 -3.403 -4.553 -2.751 -4.553 c 1 0 0 1 306.67239 348.745 cm 2.067 5.849 2.698 5.125 3.071 4.711 c -2.98 3.848 -3.797 1.905 -4.824 0 c Q 1 0 0 1 357.8687 373.9989 cm 0 0 m 2.484 -1.988 1.645 -2.827 0.617 -2.827 c 1.801 0 l /ExtGState << /GS1 65 0 R ET 43.39 0 Td 0.072 -4.829 -0.517 -5.066 -0.951 -5.066 c 0.254 0 l %PDF-1.3 % /T1_0 34 0 R 0.018 Tc 1.307 -0.642 l h -0.284 6.069 l h 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. /TrimBox [ 0 0 612 792 ] 1.892 0 l 1.52 7.089 1.344 6.395 1.22 5.804 c 10.083 -7.913 l Q 2. 2.167 -0.437 2.115 -0.94 2.115 -1.259 c q 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/. 0.556 1.298 0 0.808 0 0 c 4.529 0 l 0.335 -0.222 0.091 -0.222 0.04 -0.222 c 2.131 -3.425 l 0.665 0.076 m /CS0 66 0 R 4.58 7.901 4.383 8.729 3.463 8.729 c Q 0.214 0.162 0.485 0.266 0.756 0.266 c -4.623 -4.07 l q 1.776 -1.599 l 1.477 -0.988 l 1 0 0 1 210.1304 685.90669 cm By becoming a member of volunteering with American Water Works Association you are showing your commitment to the water profession. 1.897 -0.333 1.768 -0.77 1.279 -0.77 c Q stream 4.992 0.17 5.715 -0.213 6.126 -1.12 c -0.504 -0.747 -1.611 -1.075 -1.611 -0.19 c (\037) Tj >> 78 663.585 150.026 74.415 re >> 2.931 6.343 4.072 5.481 4.466 4.352 c 0 0 m q /Type /Page 6 0 obj /Font << >> /Contents 91 0 R /Annots [ 18 0 R ] -0.325 3.659 0.483 3.972 1.291 3.972 c 3.602 -3.83 l B* 0.731 -0.234 0.408 0.098 0.001 0.098 c 0.048 Tw 1.901 0 l /GS2 63 0 R 0.482 -5.262 -1.035 -5.942 -2.581 -5.942 c Effective . 3.379 -2.652 l /Resources << Q >> endobj an adequate length away from valves and fi ttings in accordance with AWWA . 3.135 -4.608 3.461 -4.538 3.659 -4.409 c 0.96 0.96 0.96 rg /Contents 17 0 R -1.341 -1.977 -1.745 -1.431 -1.745 -0.685 c /Contents 99 0 R Q f >> /T1_1 74 0 R q After all the air has been, expelled, the corporation cocks shall be closed and the test pressure applied. 1.829 -0.993 l << Alternatively, pressure will rise as water temperature increases. >> -0.482 5.607 m /BleedBox [ 0 0 612 792 ] >> q 1 0 0 1 330.1631 377.6781 cm 1.336 -1.407 l Crews have worked long hours to meet deadlines and are anticipating the end of the project. 114.677 689.055 1.901 -1.816 re /Type /XObject 1.892 -1.045 1.887 -0.861 1.887 -0.613 c /T1_2 1 Tf f 0 0 m 1 0 0 1 284.22411 360.2191 cm First edition approved by AWWA Board of Directors May 8, 1977. f 0.641 0.709 0.372 0.576 0 0 c -0.255 -5.829 -0.822 -5.899 -1.603 -5.899 c 0.323 -1.065 m Q -1.612 0.337 -1.15 0.57 -0.651 0.57 c 2.938 -3.318 l 0 0 m 0 Tw -0.429 -2.827 -1.251 -1.97 -1.251 -0.937 c 32 0 0 32 258 531.8003 Tm -0.007 Tw hTn0=n(RQE6Pp%jcPKc?RS'%E%L.N.sg B*rTL?A{_F~ pea$D#MM8rksgc{31LZ2aQ'NAa!r^l2Tl |96p$zcs;NY.4X\cyJ2M6FN$T,V|ZV4>4Q5)\ qmLYJle(bo"*lgUmWiU*KaIR3V*H. /F1 54 0 R 2.044 3.318 l h 1.827 -3.997 l h 0 0 m But wait, you have not pressurized the line. 1.81 -3.118 2.798 -2.148 2.798 -0.937 c 1.688 -1.659 l 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. Internal pressure will decrease as water temperatures decrease-to the point when the fluid begins to freeze, which then creates a substantial issue. 0 -7.303 l 0 Tc q 5.049 -1.305 l %%EOF 3.389 -2.652 l There is an extremely good chance that the most common installation, regardless of the pipe material, is improper tightening/torque of MJ bolts. /Resources << -2.12 -0.247 -1.649 -0.713 -0.841 -0.713 c /T1_0 1 Tf h /T1_2 1 Tf 4.254 -3.999 5.658 -2.325 5.658 -0.227 c /Rotate 0 -2.467 0.27 -3.219 -0.666 -3.219 -2.042 c /C2_0 39 0 R /Annots [ 18 0 R ] 2.198 -1.305 1.9 -2.794 1.9 -3.729 c 5.644 0 l -3.304 -5.942 -4.041 -5.814 -4.736 -5.629 c /T1_0 34 0 R Multiple air release locations may be provided due to the contour of the line. 1.459 0 l 1 0 0 1 268.6958 377.6796 cm 0.5 w 1.593 -2.102 1.593 -2.05 1.57 -1.628 c 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. q 3.021 -1.021 l 0.006 Tc 0 0 m Q q 0.32 5.08 l -0.314 0.292 m 14.4 TL /T1_5 1 Tf /MediaBox [ 0 0 612 792 ] These documents reflect the state of the industry. Q BT /F1 54 0 R 6.356 0 l /F1 11.5 Tf /TT0 60 0 R 0.637 0.465 l -45.753 72.173 Td /T1_3 1 Tf 1 0 0 1 274.2681 377.6796 cm 0.637 0 l q endobj The pressure is increased during each test. Requirements lists minimum requirements for a product to meet the prescribed standard /GS0 62 0 R Many people do not realize how their water gets to them or how blessed we are to have clean drinking water, says Regula. q -0.314 -2.205 l Q >> @tn&!L8 nEI `g0 q+B@\.XCL> F6#`a 1.852 0 1.852 1.953 1.852 3.146 c f -0.964 3.177 m 1.911 -1.583 1.901 -1.412 1.897 -1.226 c q AWWA C600 June 20, 1999 Installation of Ductile-Iron Water Mains and Their Appurtenances This standard covers installation procedures for ductile-iron mains and their appurtenances for water service. 1.801 -1.021 l 1.9 -7.303 l >> -2.822 -1.659 0.482 -0.922 0.482 -3.56 c 0 0 m disinfection -1.085 -1.788 -1.499 -1.802 -1.964 -1.832 c >> 1.887 -0.299 l 1. 13 0 obj f (1.079 L/day/km/mm) of nominal diameter at a, Do not sell or share my personal information. As new technologies emerge, new standards are developed. 3.957 -7.913 l 0.6 7.089 1.147 7.384 1.52 7.665 c 1.075 -1.278 0.922 -1.364 0.728 -1.364 c 4.1.1.2 Test pressure shall not exceed pipe or thrust-restraint design pressures. [ (\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 Q -0.238 -0.133 -0.504 -0.247 -0.813 -0.247 c 2.248 -2.448 l 3.593 -2.448 l There are currentlymore than 190AWWA Standards, and standards committees have produced more than 60AWWAManuals of Water SupplyPractices. /GS0 62 0 R /Type /Action -50.082 -1.25 Td /GS0 62 0 R q [ (\035\034) -16 (\033) -21 (\032) -7 (\033) -11 (\031) ] TJ f /C2_0 39 0 R -1.403 0 l 1.307 -0.642 l /CropBox [ 0 0 612 792 ] <>/XObject<>/ProcSet[/PDF/Text/ImageB/ImageC/ImageI] >>/MediaBox[ 0 0 612 792] /Contents 4 0 R/Group<>/Tabs/S/StructParents 0>> 1 0 0 1 281.8828 365.46471 cm /GS0 62 0 R 0.315 -0.758 0.294 -0.689 0.18 -0.657 c 4.529 -4.859 l AWWA can help utility managers, engineers, operators and more continue to improve their professional development. /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] f 2.623 -9.898 l 1.307 -0.832 1.278 -1.007 1.174 -1.145 c [ <9102> -38 <04> -33 (\221) -74 (\221) -41 <04> -28 <02> -21 <0d> -39 (\215) -52 (\222) ] TJ /GS2 gs 1.659 2.652 l 1.302 -3.043 1.147 -2.851 1.147 -2.673 c Consult with the TMWA engineer and inspector . /GS0 gs hb```f`` @( /fr@g2ip^ pk'Xd,&;VSyNaS=qwvw f /T1_0 34 0 R [ <0c> -6 <10> -10 <11> -11 (\215) 45 <011918> -14 (\214\031\202) -21 <16> -12 <7f> -5 (\216) -16 <0a> -62 <15> -31 (\216) -16 <16> -19 (\203) -17 (\202\031) ] TJ 6.262 11.88 274.426 274.027 re /Parent 1 0 R 0 0 m 0.689 0 l It is good practice to allow the system to stabilize at the. adobe:docid:indd:5cad130e-228d-11dd-b753-bc3d6c84f515 6.369 0 l 0.603 -0.328 0.865 0.057 1.245 0.057 c /Resources << << True -2.822 -1.659 0.482 -0.921 0.482 -3.559 c 5.049 1.248 4.283 3.105 1.574 3.105 c AWWA C600 is a standard for pressure testing of municipal water systems. 3.077 2.17 3.673 1.12 3.673 0 c -1.35 -1.464 -1.141 -1.526 -0.922 -1.526 c 3.602 -3.829 l /Annots [ 18 0 R ] 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. 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>-. 0.31 -5.509 -0.269 -4.829 -0.848 -4.342 c /Type /Page 1, 1994. h W 4.187 0.266 3.246 -1.034 1.809 -1.034 c -4.807 1.007 -3.432 1.702 -1.943 1.702 c 0.794 -0.77 0.665 -0.328 0.665 0.076 c 1.44 0.039 l /GS2 63 0 R Q American National Standards Institute accreditation of AWWA Standards is your additional assurance of excellence. /TT0 60 0 R /Annots [ 18 0 R ] We provide the resources you need to continue to learn and the tools you need to do your job well. [ <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 Q 4 M American Water Works Association Installing Ductile-Iron Mains /Rotate 0 q >> 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. 1.336 -1.407 l A common mistake is for installers to chase a leak for extended periods of time, only to find the line will eventually pass the hydrostatic test without changing any parts of the water line. 0.553 -1.56 l Q 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. /CropBox [ 0 0 612 792 ] Q 3.153 -1.152 3.174 -1.27 3.174 -1.389 c 1.649 2.652 l >> -3.304 -5.942 -4.042 -5.814 -4.736 -5.63 c -0.312 -1.058 l Files 1.05 -1.545 1.159 -1.522 1.227 -1.478 c -2.283 -1.599 l AWWA C213-22 Fusion-Bonded Epoxy Coatings &Linings for Steel Water Pipe & Fittings, AWWA C230-22 Stainless-Steel Full-Encirclement Repair &Service Connection Clamps for Pipe, AWWA C623-22 Cured-In-Place Pipe (CIPP) Rehabilitation of Pressurized Potable Water Pipelines, AWWA G560-22 Stormwater Management for Water Utilities, Copyright 2023 American Water Works Association, AWWA Comment Period for AWWA E200 Progressive Cavity Chemical Metering Pumps, AWWA Comment Period on ANSI/AWWA C907-XX Injection-Molded Polyvinyl Chloride (PVC) Pressure Fittings, 4 In. PDF/X-1:2001 -1.706 -1.418 l 1.246 -1.982 l /TrimBox [ 0 0 612 792 ] Adobe PDF Library 15.0 1.44 -0.603 l /F1 54 0 R III. -1.571 -5.066 -1.789 -4.238 -1.789 -3.515 c h 1.112 -2.02 0.965 -2.039 0.774 -2.039 c 19 0 obj ET 5.985 0 Td 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 endobj The trench type specified for the project is intended to balance the external forces involved but will not eliminate movement. /C2_0 39 0 R 0.799 3.679 l 3.442 2.599 2.957 3.205 2.409 3.825 c h /Rotate 0 Unexpected rock was found, which slowed progress but did not stop installation of the pipe. Practice patience. iN+ _L3a: g5wV~o;?yG$(s-^PZLG-Hr@ZrJC"Q{{\z&Y9 N#)'!]:2;vJDx;k9*HUM+i~B5V@XVZprCR+:Xm 0 0 m 4.313 0.482 3.235 -1.599 0.47 -1.599 c /T1_4 85 0 R 0.346 -1.058 l 1 0 0 1 348.2222 356.95641 cm -8.893 11.48 -11.328 5.686 -14.394 0.002 c -0.589 1.383 -0.447 1.117 -0.428 0.808 c T* q /ProcSet [ /PDF /ImageI /Text /ImageC /ImageB ] /GS2 gs 18.046 -39.6 l 1.015 4.593 0.622 4.352 0.622 3.832 c 1.17 1.284 l -0.115 0.052 -0.238 0.09 -0.433 0.09 c h Q -0.92 -0.044 -0.765 0.561 -0.362 0.561 c f h 4.149 -5.353 l Sitemap /CS0 66 0 R 4.658 0 l f -0.317 -1.599 l 1.901 -1.645 1.901 -3.574 1.901 -4.623 c 8 0 0 8 172.5585 29.684 Tm /GS1 65 0 R -1.35 -1.464 -1.141 -1.526 -0.922 -1.526 c 17 0 obj 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. 4.127 -1.702 3.787 -1.645 3.446 -1.645 c 1.901 -7.304 l 1 0 0 1 99.8298 669.5269 cm 0.561 0.732 0.228 0.661 -0.019 0.546 c -15.094 -1.221 -15.561 -2.749 -15.561 -4.258 c 468 0 l 468 0 l /CropBox [ 0 0 612 792 ] 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. endobj -2.269 -4.551 -1.503 -4.368 -1.503 -3.659 c >> 0.019 Tc /URI (https\072\057\057webstore\056ansi\056org\057Standards\057AWWA\057AWWAC60010\077source\075preview) Give back to the water community by helping to develop or update an AWWA Standard. /GS0 62 0 R 278.967 351.319 0.637 -0.608 re Q 1.334 8.005 2.223 9.186 3.598 9.186 c f >> >> >> /C2_0 1 Tf Effective Date: April 12, 2022 . 1.83 -0.993 l 0.666 0.076 m BT /F1 54 0 R 4.68 0.057 4.666 0.61 4.666 1.347 c 0 0 0 1 K q 0 -0.703 0.47 -1.264 1.278 -1.264 c f -1.686 -4.859 -2.295 -5.657 -2.295 -6.941 c -0.742 0.104 -0.946 0.043 -0.946 -0.167 c 0.799 3.679 l j@z*f)-=eG@d`\Cpht4sA sg7.r{.d`@%,/!|Fy 8{ /Contents 103 0 R default /C2_0 39 0 R /BleedBox [ 0 0 612 792 ] 0 0.465 l 0 0 m /CS0 66 0 R A test pressure of 300 psi will be detrimental to weak materials, such as polyvinyl chloride (PVC) rated at 125 psi, which also does not have a safety factor of 2 and surge allowance of 100 psi included in the design, compared to the stronger ductile iron that does. Considering the allowable make-up water may alleviate this issue. 8.821 -2.95 l 1.611 -0.841 1.606 -0.437 1.198 -0.437 c 0.499 -1.364 0.323 -1.273 0.323 -1.065 c 0 Tw 0 1.091 0.596 2.17 1.829 2.17 c
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