>> -1.51 5.138 -0.152 6.343 1.408 6.343 c 1 0 0 1 144.24471 688.50121 cm 4.529 0 l -2.426 5.659 l 0.683 3.19 0.796 2.924 0.703 2.585 c 0 Tc Q 1 0 0 1 288.07761 355.2411 cm -0.404 -8.773 0.31 -8.093 0.31 -6.646 c 0 0 m /T1_1 49 0 R Two to four psi is all that is required for an air test. 1 0 0 1 265.99561 356.11169 cm f >> 0.525 -0.894 0 -0.624 0 0 c -3.081 -6.985 m -0.285 -1.569 0.138 -1.83 0.57 -1.83 c -0.761 -1.526 -0.504 -1.464 -0.504 -1.227 c 4.68 0.056 4.666 0.61 4.666 1.347 c q 3.035 -1.247 3.035 -1.73 3.106 -2.113 c 1.092 2.397 0.156 2.326 -0.567 1.971 c 1.852 0 1.852 1.953 1.852 3.146 c 1.901 0 l f 0.475 0.399 0.899 -0.576 1.934 -0.576 c 0 -1.751 l 0.689 -0.261 0.376 -0.285 0.133 -0.404 c 1.404 -3.83 l q W q 0 0 m f 0.021 Tc Q %PDF-1.3 % 0 Tw 0 0 m 0.31 -5.509 -0.269 -4.829 -0.847 -4.342 c )` 3.422 0.057 3.593 -0.356 3.593 -0.903 c The bride responds, "That's the way mom did it." /GS2 gs -1.815 -3.148 -0.411 -4.539 2 -4.539 c 0.662 -3.47 0.724 -3.588 0.703 -3.721 c Q 0.799 3.679 l 1.076 0 Td -0.907 1.745 -0.354 1.659 0.17 1.503 c /Font << S 0.048 Tw Q -1.35 -1.464 -1.141 -1.526 -0.922 -1.526 c Q 0.761 -1.446 l 2.091 -1.265 2.561 -0.704 2.561 0 c AWWA C600 Pdf Free Download - Pdf Keg 2.936 1.263 l %%EOF 1.776 -1.599 l 1.925 -1.773 l 1.611 -1.141 l The answer cites both AWWA Standard C600 and C605 as requiring that the pipeline be pressurized with water to the required test pressure and that the required test pressure be maintained within 5 psi range for the duration of the test. 0.353 0 0.626 -0.291 0.626 -0.634 c q H{\O.j\J7Sv%J a0tOH=LRbl YQ_hm -]}I-Y\ >>^JTj W -2.283 7.434 m 3.928 -7.913 l h 0 0 m Adobe InDesign CC 2017 (Windows) 1.81 -3.118 2.798 -2.148 2.798 -0.937 c >> 1.383 -0.57 1.269 -0.55 1.155 -0.55 c /T1_0 85 0 R >> f 0.956 -0.261 l 3.347 0 l -7.239 16.887 l Q /GS3 gs 0.637 -2.448 l /Contents 92 0 R >> -2.212 0.313 -2.822 0.128 -2.822 -0.496 c T6{Ra>G|FbXno,m&?&kOGy*uW6B$'Mj];gjJDt.Gx&r:dMabz)4&W+d(6~Ubv 1.827 -3.997 l /ProcSet [ /PDF /ImageI /Text /ImageC /ImageB ] h f California Transparency in Supply Chain Disclosure 5.191 -9.898 l q /F1 54 0 R -0.504 -0.747 -1.611 -1.075 -1.611 -0.19 c h -1.745 0.023 -1.326 0.584 -0.561 0.584 c 1.852 4.186 1.7 5.835 0.19 5.835 c 0.19 7.434 l 0 0 m -2.283 3.679 m Water temperature is not typically a huge factor during hydrostatic testing but must be considered at times. q [ (\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 1.649 2.652 l 0 Tw March 2003. 37.179 0 Td -1.023 -3.043 -1.303 -2.999 -1.209 -2.658 c 4.707 -1.839 3.185 -3.044 1.408 -3.044 c /T1_3 1 Tf 2.325 0.76 l ET 2.056 -1.305 1.9 -2.808 1.9 -3.758 c -2.601 -3.425 l 0.561 0.732 0.228 0.661 -0.019 0.547 c 0 Tc q 172 0 obj <> endobj 1.688 0 l 2.561 0.808 2.006 1.297 1.279 1.297 c 1 0 0 1 210.1304 685.90669 cm 0.019 Tc There is also a benefit to documented standards compared to word-of-mouth training. 0.604 -0.328 0.865 0.058 1.246 0.058 c /T1_1 49 0 R Q /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] 0 0 m Volume 29, Issue 3. 0.007 Tc /T1_3 69 0 R 1.023 0.518 0.972 0.709 0.786 0.709 c 2.751 1.716 3.177 0.922 3.233 0 c /T1_2 80 0 R Learn about events and education through American Water Works Association. 0.5 w >> 0 -3.565 l BT -0.048 Tc 2017-05-31T09:35:36-06:00 0.31 -5.509 -0.269 -4.829 -0.848 -4.342 c -0.499 -0.713 -0.232 -0.646 0 -0.518 c /ExtGState << 1.716 -1.659 l /T1_1 55 0 R 4.51 -2.411 m highway and railroad crossings 1.307 -0.832 1.279 -1.007 1.174 -1.145 c 377.597 384 m f /Type /Page -0.284 6.069 l proof:pdf -1.065 1.595 -1.117 1.698 -1.106 1.816 c 5.049 -1.305 l &HM50ztvv{>4cF`E)%i+zL!, Q&mR@T-}^J&-/G -2.893 0 l 24.092 -39.6 l 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/. Q f The make-up water is measured and documented after each test. 3.929 -7.913 l 2.522 8.729 2.067 7.857 2.067 6.838 c 1 0 0 1 138.7002 667.5842 cm /ColorSpace << 0 1.16 l 10.21 0.17 10.721 -1.064 10.721 -2.694 c 1.17 1.284 l -0.109 -0.523 -0.285 -0.736 -0.285 -1.103 c hbbd``b`@ U,OT aH11012X10 30 )~ 2.044 3.318 l 2.935 0.695 2.85 0.17 2.538 -0.241 c 378 341.102 l /MediaBox [ 0 0 612 792 ] 1.901 -3.403 l 0.049 Tc -3.46 -1.56 l 2.115 -2.448 l /Annots [ 18 0 R ] 1.477 -2.448 l After all the air has been, expelled, the corporation cocks shall be closed and the test pressure applied. 16 0 obj /F1 54 0 R 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. -2.295 -4.697 -2.357 -4.578 -2.336 -4.46 c 2.241 -0.638 1.787 -0.893 1.205 -0.893 c -1.815 -1.504 -0.553 -2.283 0.738 -2.283 c 0 5.835 l -0.304 0.585 -0.119 0.556 0.057 0.504 c 1 0 0 1 36 86.4 Tm 3.319 -6.025 2.879 -6.083 2.312 -6.083 c 1.092 2.397 0.156 2.326 -0.567 1.971 c f B. q Q 6.566 -0.241 7.516 0.17 8.41 0.17 c 6.977 -1.985 l -0.083 -1.432 0.238 -1.151 0.62 -0.635 c f << endobj 1.801 -0.979 2.581 0.17 3.716 0.17 c 0 0 m -3.063 5.68 -5.504 11.484 -7.157 16.887 c /T1_2 29 0 R 2.241 -0.638 1.787 -0.893 1.205 -0.893 c -0.964 3.177 m Test pressures for the various services and types of piping are shown at the end of this section in Table 15044. /GS1 65 0 R Effective Date: April 12, 2022 . Much time, effort, and care have been expended installing a water line. /Resources << (Revision of ANSI/AWWA C600-10) AWWA Standard Installation of Ductile-Iron Mains and Their Appurtenances Effective date: July 1, 2017. (\221\221) Tj 1 0 0 1 86.1451 738.00011 cm 0.86 -1.83 1.179 -1.677 1.326 -1.407 c q 0.012 Tc 1 0 0 1 273.32471 354.7758 cm NInZ -]aU.%r qPOdY\pw2 ^j{ >Nx jDP{Xmjl|.ZnZ#n }mf@7Pz\u+N1AyX2AkJHO9t9n"++PG2 /GS1 65 0 R /Length 6067 0 0 m &SYXeI/$ji+>x')aP46/'J?n[//~sKxJ#OYOzL|*GaI@:@63v LDWQ>eg,MN[ Z8J|c^dJw[]0: pl.Mc~U0,JoLlRU. /T1_1 85 0 R 1.654 7.591 l 1.887 -0.299 l Approved by American National Standards Institute Feb. 14, 2017. q -0.003 Tc 0.161 -1.763 -0.347 -1.992 -0.865 -1.992 c 0.617 0.954 m q 1.773 -1.021 l examined carefully during the test. /Parent 1 0 R Also, pipelines intended for buried service should generally be tested with the backfill in place. endobj >> American National Standards Institute accreditation of AWWA Standards is your additional assurance of excellence. f 1.896 -0.333 1.768 -0.77 1.279 -0.77 c Q 78 663.585 150.026 74.415 re 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. 4.313 0.482 3.235 -1.599 0.47 -1.599 c endobj 1.651 -2.205 l 1.316 -2.652 l (\031) Tj 4.149 -5.353 l /Parent 1 0 R 1.644 0.281 m 4.808 -2.51 4.794 -1.305 3.574 -1.305 c 14.4 TL 0.737 -0.437 0.637 -0.937 0.637 -1.25 c -0.71 -3.425 l !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? -0.471 0 l T* Considering the allowable make-up water may alleviate this issue. q 3.077 2.17 3.673 1.12 3.673 0 c 1.901 1.39 l 377.193 341.924 -118.386 41.253 re 6.356 -9.033 l n 1 0 0 1 278.43021 349.7357 cm PDF Ductile-Iron Pipe and Fittings - American Water Works Association 0 0 0 1 K -1.29 1.617 -1.815 0.978 -1.815 -0.113 c 1 0 0 1 306.67239 348.745 cm 4-1 Performance test on 36-in. /Type /Pages 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. 17 0 obj ET 5 0 obj 469 0 obj <> endobj 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. -1.433 4.084 l -1.096 -1.25 Td Q 1.659 2.652 l Valves shall, not be operated in either the opening or closing direction at differential pressures, above the rated pressure. h -6.382 -3.829 m 1 0 0 1 102.5811 682.9713 cm %PDF-1.6 % gfg??^W~3ZDeL{&. 2.936 1.262 l 0 0 m 1.928 -6.254 l -2.233 -9.216 -3.081 -8.404 -3.081 -6.985 c /CS0 66 0 R Sitemap 1.865 1.928 1.142 2.004 0.381 2.004 c 8.339 0 l q Q 0.021 Tc Q 0 1.391 l /TT0 60 0 R 0 0 m 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 0 -0.863 l -0.32 6.867 l h B* /CS0 66 0 R 258 341.102 l 2.956 -2.448 l Attention to detail is of the utmost importance: Anyone who has searched for a leak will attest to the importance of proper installation. -2.524 6.069 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. 4.41 -2.95 l 0.315 -0.758 0.294 -0.689 0.18 -0.657 c /T1_1 85 0 R 10.083 -7.913 l 0 -1.446 l /Annots [ 18 0 R ] 1.644 -0.841 0.62 -1.58 -0.869 -2.171 c h q 8.765 -9.898 l 0.637 -1.35 0.694 -1.545 0.937 -1.545 c 4.297 -1.801 l /Font << >> 2.61 0 l Q -1.433 4.084 l -0.713 2.585 -0.082 3.19 0.434 3.19 c 0 0 m f 69.124 15.616 l Web evaluation of the required testing. 4.808 -7.303 l q n /Annots [ 18 0 R ] /CS0 66 0 R -5.059 -0.41 -5.216 -0.922 -5.216 -1.428 c 0.558 6.232 0.527 6.439 0.134 6.498 c /GS0 62 0 R 0 0 0 1 K -0.504 -0.746 -1.612 -1.074 -1.612 -0.191 c 1.245 -1.982 l 3.588 1.39 l 0 -7.303 l 1.477 -0.988 l q 0.85 0 1.302 0 1.302 -0.406 c 0 -1.2 TD from application/x-indesign to application/pdf h 3.588 0 l /ColorSpace << -1.079 -1.136 -0.865 -1.483 -0.418 -1.483 c 1 0 0 1 289.8315 356.3588 cm Q -0.471 0.465 l f 0.765 1.565 1.788 3.19 2.564 3.19 c -3.081 -6.985 m /S /URI h f 4.255 -3.999 5.659 -2.325 5.659 -0.227 c >> >> f DRAWN DESIGN DATE REV TRUCKEE MEADOWS WATER AUTHORITY 7/2011 2ND ENGINEERING & CONSTRUCTION STANDARDS 1.83 -0.993 l 4 M 1 0 0 1 215.36369 689.2394 cm /Subtype /Image Copyright 2017 American Water Works Association All Rights Reserved 1 0 0 1 268.6958 377.6796 cm endobj h A water line moves like an accordion when pressures are increased/decreased. Q 0 0 m -1.483 1.136 -1.302 1.383 -0.946 1.383 c 468 0 l 0.31 -0.089 -0.114 -1.241 -0.724 -2.865 c /Type /Page /Parent 1 0 R /Font << << 4.41 -2.269 4.41 -1.305 3.318 -1.305 c 2.411 3.971 2.936 3.574 2.936 2.397 c The hydrostatic test parameters must be clearly defined during the design phase and stated in the project specifications. /Font << 0.613 -0.333 l /Width 179 q 1 0 0 1 285.645 349.0228 cm 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. h /T1_3 85 0 R -1.344 -4.726 -1.996 -5.362 -2.646 -5.362 c -1.789 -2.585 -1.375 -0.782 -0.248 0.458 c Adobe PDF Library 15.0 0.622 -1.148 l h 2.248 -2.448 l PDF Minimum Installation and Testing Requirements - Broward County, Florida -0.695 3.105 -1.815 1.361 -1.815 -0.751 c -1.611 0.337 -1.15 0.57 -0.651 0.57 c Q Q 2.199 -1.304 1.901 -2.793 1.901 -3.73 c /GS2 63 0 R 0.803 -0.042 1.093 0.057 1.331 0.057 c 0 Tw 69.124 14.772 l 0.32 5.08 l C600-17 Installation of Ductile-Iron Mains and Their Appurtenances 1.406 1.167 1.644 0.665 1.644 0.281 c 1 0 0 1 172.3522 682.9713 cm 1 0 0 1 266.0005 357.77139 cm 1.696 0.803 1.896 0.451 1.896 0.076 c /Type /Page <>>> Q 4.435 6.897 l f /ColorSpace << /T1_2 29 0 R American Water Works Association 1 0 obj >> 1.05 -1.545 1.16 -1.521 1.226 -1.478 c 3.021 -1.021 l A pressure relief valve is to be set at five psi max to prevent over pressurizing. /Type /Page << 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; Conversely, the internal pressure may increase for an above-ground line installed during summer months filled with 60 degrees Fahrenheit water and ambient temperature of 90 degrees. AWWA C600-10 Installation of Ductile-Iron Mains and Their Appurtenances Downloading: Allowed Max downloads:5 This standard describes installation procedures for ductile-iron mains and their appurtenances for potable water, wastewater, and reclaimed water. 1 0 0 1 366.19099 370.244 cm /F1 54 0 R -2.601 -3.425 l First edition approved by AWWA Board of Directors May 8, 1977. -1.076 -1.25 Td /GS1 65 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 /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] /F1 54 0 R 1.307 0 1.865 0.266 1.865 0.99 c -0.085 -1.953 -0.276 -1.978 -0.538 -1.978 c 0.96 0.96 0.96 rg -3.219 -3.389 -2.581 -4.424 -1.248 -4.424 c -0.279 2.333 -0.641 2.023 -0.982 1.595 c /T1_2 1 Tf [ (\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 1.829 -0.993 l AWWA C600-17 Installation of Ductile-Iron Mains and Their - Store /TrimBox [ 0 0 612 792 ] 1 0 0 1 93.561 710.6586 cm 1 0 0 1 293.9146 354.72839 cm 1 0 0 1 314.4575 377.6781 cm 2.931 6.343 4.072 5.481 4.466 4.352 c -1.815 -3.148 -0.411 -4.539 2 -4.539 c f 0 -0.703 0.47 -1.264 1.279 -1.264 c 2.781 -2.334 1.964 -3.043 1.396 -3.043 c /T1_0 34 0 R q /Im0 19 0 R 0.32 5.08 l 1.801 -0.993 l 2.938 -3.318 l Q 11.969 0 l /GS3 63 0 R First edition approved by AWWA Board of Directors May 8, 1977. 8.821 -7.303 l f Q -2.269 -4.553 -1.503 -4.367 -1.503 -3.659 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. 1 0 0 1 274.2681 377.6796 cm 0 30.063 l 8 0 obj 0.4 -1.365 0.731 -1.039 0.731 -0.634 c At the, conclusion of the pressure test, the corporation cocks shall be removed and plugged. Q n 3.602 -3.829 l 1.126 -8.152 0.01 -9.216 -1.148 -9.216 c 396.0011 0 0 396.0011 -7.2004 17.8199 Tm /GS2 gs /T1_2 85 0 R /Annots [ 18 0 R ] First edition approved by AWWA Board of Directors May 8, 1977.This edition approved Jan. 14, 2017. 0.88 -3.318 l 4.187 0.266 3.246 -1.034 1.809 -1.034 c 0.646 -2.097 l 5.645 0 l 278.259 360.219 0.637 -2.448 re 1.901 1.391 l 0.31 -6.646 m 0.613 -0.332 l 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. 0 Tc 8.075 -13.273 l 133.566 674.207 1.9 -1.815 re -1.799 -8.123 -1.809 -8.3 -1.727 -8.3 c -1.612 0.337 -1.15 0.57 -0.651 0.57 c 0 0 m 1.9 -1.645 1.9 -3.574 1.9 -4.623 c -0.606 1.245 -1.566 0.251 -1.566 -0.937 c 0 -10.636 l 0.665 0.441 0.865 0.803 1.278 0.803 c -0.321 6.867 l 1 0 0 1 330.1631 377.6781 cm -0.025 Tc 1.203 0.465 l -1.686 -4.859 -2.295 -5.657 -2.295 -6.941 c /TT0 60 0 R h PDF C600-17 Installation of Ductile-Iron Mains and Their Appurtenances adobe:docid:indd:5cad130e-228d-11dd-b753-bc3d6c84f515 2.026 0 l 1.307 -0.832 1.279 -1.008 1.174 -1.146 c -1.986 -0.227 m 0 0 m 1 0 0 1 0 684 cm h >> 1.852 4.186 1.7 5.835 0.19 5.835 c h -0.61 -0.694 -0.703 -0.606 -0.713 -0.429 c General B. Jerry has been involved in nearly all facets of the foundry, providing him with extensive experience in manufacturing, installation, and design of ductile iron water products. -1.593 -3.574 -1.924 -2.88 -1.924 -2.2 c h -0.581 0.199 -1.007 0.312 -1.701 0.312 c 3.588 1.391 l /T1_2 1 Tf q -2.212 0.313 -2.822 0.128 -2.822 -0.496 c 4.737 -1.545 4.708 -1.035 4.694 -0.482 c Q /Font << (\037) Tj q -0.237 -0.133 -0.504 -0.247 -0.813 -0.247 c Hydro testing a new water line essentially begins during the design phase. 0 0 m /CS1 20 0 R Q /ExtGState << /Type /Page PDF/X-1a:2001 endobj 3.588 0 l -0.429 -2.827 -1.251 -1.97 -1.251 -0.937 c /Contents 104 0 R /Resources << Together, we are Building Iron Strong Utilities for Generations! -0.341 6.572 l 1 0 0 1 203.22459 682.4324 cm 4.1.1.4 Test pressure shall not vary by more than 5 psi (34.5 kPa) for the duration, 4.1.1.5 Valves shall not be operated in either direction at a differential pressure, exceeding the rated valve working pressure. 1.44 -0.603 l q 0.699 0 l 116.791 671.059 1.9 -7.304 re -15.561 -8.879 -11.818 -12.623 -7.197 -12.625 c << f 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. 0.025 Tw q What Are the Pressure Requirements for Pipe Testing? /TT0 60 0 R /Rotate 0 0.774 3.679 l 4.326 -1.751 l f /C2_0 39 0 R 4.779 -2.114 l /F1 54 0 R q Continue to grow your professional development through American Water Works Association. /TT0 60 0 R >> 4.529 -9.033 l -2.468 0.27 -3.219 -0.666 -3.219 -2.042 c -0.207 -0.704 l /Rotate 0 0 0 m -5.204 0.071 -3.957 1.745 -1.674 1.745 c /Font << 0 0 0 1 K 0 -0.703 0.47 -1.264 1.278 -1.264 c 0 0 m 02702 - 2 of 6 Kansas City, Missouri Revised 07/31/20 Water Services Department Standard Specifications 1.07 CONTRACTOR SUBMITTALS A. 10.083 -7.913 l 0 0 m 0.622 2.55 4.707 2.842 4.707 0.013 c 0.637 0 l If there is a conflict between the two the more conservative shall apply. /GS2 gs 4.1.1.3 The hydrostatic test shall be of at least a 2-h duration. 1.121 0 Td This standard describes underground installation and hydrostatic testing procedures for polyvinyl chloride (PVC) or molecularly oriented polyvinyl chloride (PVCO) pressure pipe and fittings that comply with either ANSI/AWWA C900, ANSI/AWWA C905, ANSI/AWWA C907, or ANSI/AWWA C909. 0 0.465 l Let's be perfectly clear: An air test is absolutely not the same as a hydro test. /Contents 101 0 R 1.613 -0.975 1.995 0.473 2.233 1.211 c /Rotate 0 /BleedBox [ 0 0 612 792 ] PDF/X-1:2001 /Contents 79 0 R 378 384 l 278.259 361.275 0.637 -0.608 re hydrostatic testing 4.779 -2.113 l 0.104 -1.802 -0.279 -1.788 -0.703 -1.788 c Aw=g cN-k/{pq)MN###2&icaZ/xg=Jh.dqW^}x-K>z -1.107 -1.992 -1.355 -1.949 -1.588 -1.887 c Click here to purchase the full version from the ANSI store. -1.986 -2.325 -0.582 -3.999 1.829 -3.999 c 2.994 7.434 4.313 5.709 4.313 3.057 c 0 0 0 1 K 14 0 obj -0.504 -0.746 -1.611 -1.074 -1.611 -0.191 c /T1_2 49 0 R 0 0 m 3.379 -2.652 l -0.127 -3.044 -1.357 -2.232 -1.89 -0.761 c Q Q 0 0 m -0.249 -1.182 -0.155 -1.33 0.372 -1.418 c 1.131 0.266 1.307 0.133 1.307 -0.262 c 1.892 -1.046 1.887 -0.861 1.887 -0.613 c 2.426 -0.157 3.234 0.17 4.226 0.17 c 0 Tw -0.631 0 -1.2 -0.709 -1.2 -1.817 c Think about it, you have installed a water line - test with water. h 1.307 -0.832 1.278 -1.007 1.174 -1.145 c 0.794 -0.77 0.665 -0.328 0.665 0.076 c q 6.369 -1.751 l 0 Tw Files /CropBox [ 0 0 612 792 ] -0.548 -7.222 -0.496 -7.325 -0.496 -7.458 c 0.382 -2.524 0 -1.205 0 0 c /TT0 60 0 R Q 4.313 0.482 3.235 -1.599 0.469 -1.599 c 1.925 -1.773 l -1.207 -0.247 -1.483 -0.024 -1.511 0.371 c -0.864 -4.231 0.391 -2.977 0.391 -1.428 c /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] 0 0 m 1 0 0 1 276.9272 353.4496 cm << /CropBox [ 0 0 612 792 ] endobj (\037\036) Tj 2.61 0 l Q 0 1.39 l -0.828 0.09 -1.079 -0.224 -1.079 -0.685 c II). 1.928 -7.091 l /GS2 gs 0 15.616 l q -1.816 -1.503 -0.554 -2.283 0.738 -2.283 c /T1_5 109 0 R -0.018 Tw Q 1.166 -2.749 0.698 -1.222 0 0 c 0.637 -0.55 0.637 -1.197 0.637 -1.549 c 1 0 0 1 327.7314 352.80611 cm endobj 0.566 -0.555 l -4.623 -4.07 l 1 0 0 1 349.4077 372.07069 cm q /MediaBox [ 0 0 612 792 ] 18 0 obj 1.602 -2.283 2.552 -1.829 2.992 -1.021 c f 13.898 0 l 1.44 0.039 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 3.9 0.17 4.099 0.17 4.297 0.113 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 -0.979 2.581 0.17 3.716 0.17 c 1.911 -1.583 1.901 -1.412 1.897 -1.226 c << -0.844 30.063 l 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. >> /ExtGState << 1.407 -1.118 l 3.021 -4.539 3.815 -4.34 4.51 -3.957 c 0 -0.458 -0.228 -0.93 -0.548 -0.93 c -0.326 3.645 -1.985 2.183 -1.985 -0.227 c 0 1.121 1.262 1.262 2.113 1.262 c -0.326 3.645 -1.986 2.183 -1.986 -0.227 c f q /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] /Type /Action Fill the line at the lowest possible location while providing an air release at the highest location. << 5.658 2.184 3.999 3.644 1.829 3.644 c 11.316 -9.898 l -1.079 -1.136 -0.865 -1.483 -0.419 -1.483 c 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 All rights reserved. Her husband does not understand why she is cooking a 5-pound turkey in a 10-pound pot. 0 0 m /F1 54 0 R Q /Contents 68 0 R endobj 0.18 -0.652 l 8.821 -2.95 l Q /Contents 91 0 R 3.078 2.17 3.673 1.12 3.673 0 c 0.637 -1.141 l q 1 0 0 1 281.8828 365.46471 cm Duration of the test is two hours. 6.949 -1.985 l /TT0 60 0 R -2.822 -1.659 0.482 -0.922 0.482 -3.56 c 5.659 2.183 3.999 3.645 1.829 3.645 c -1.013 -3.987 -0.796 -4.327 -0.517 -4.327 c -0.709 -4.424 -0.114 -4.225 0.212 -4.084 c 2.936 0.695 2.85 0.17 2.539 -0.241 c /GS0 62 0 R /CS0 66 0 R 1.827 -9.033 l h Hydrostatic Testing Awwa 600 | PDF | Pressure | Litre - Scribd 2.792 0.62 2.047 -1.787 2.016 -1.905 c /GS1 gs 0 -7.303 l 6.356 0 l /ColorSpace << [ <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 284.59 351.319 0.637 -0.608 re 0.001 -0.704 l Tj -1.986 -2.326 -0.581 -4 1.829 -4 c 0 Tw 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. 0 0 0 1 K 0.637 0 l f 133.566 671.059 1.9 -7.304 re 4.952 8.226 4.817 7.399 4.714 6.882 c 0.689 0 l [ <13> -26 <12> 2 <11> 2 <10> -9 <0f> 6 <0e> 3 <0f0d> -6 <0c190d> -1 <0b191f> -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> -52 <16> -4 <0a> -13 <09> ] TJ 1.887 0.423 1.578 0.732 0.832 0.732 c Test requirements are set by considering the following: The hydrostatic test parameters must be clearly defined during the design phase and stated in the project specifications. -1.571 -5.066 -1.789 -4.238 -1.789 -3.515 c /T1_0 34 0 R /TrimBox [ 0 0 612 792 ] <008b> Tj }K ^5azrXq* HE+3X ? m:eVRw~XK+UbMWr1sMgG&o~y$PPz:0NeRdi*YO]HRT,dYVur23HU45xUp 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. -3.46 -1.56 l 4.808 -7.304 l Q 1.901 -1.645 1.901 -3.574 1.901 -4.623 c 4.68 0.057 4.666 0.61 4.666 1.347 c 1.688 -1.659 l /T1_3 24 0 R /Font << The pressure gauge is to be connected to the pipe at the lowest location. [ (\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 This edition approved June 6, 1993. f -2.12 -0.247 -1.649 -0.713 -0.841 -0.713 c 6.438 -3.333 l /Type /Page 0.482 -5.261 -1.035 -5.942 -2.581 -5.942 c /T1_0 34 0 R -2.12 -0.247 -1.649 -0.713 -0.841 -0.713 c /MediaBox [ 0 0 612 792 ] 0.731 -0.234 0.408 0.098 0.001 0.098 c 0.879 -3.318 l AWWA C605-13 Underground Installation of Polyvinyl Chloride (PVC) and 1 0 0 1 102.7715 738.00011 cm -0.049 Tw -0.742 0.104 -0.946 0.043 -0.946 -0.167 c -0.124 0.561 0 0.325 0 0 c 1.49 -0.913 1.616 -0.662 1.616 -0.389 c 0.006 Tc 0.276 -2.039 0 -1.73 0 -1.245 c -0.352 0.57 -0.157 0.522 0.042 0.479 c /T1_0 34 0 R 0 0 m 1 0 0 1 276.4102 360.2191 cm /GS0 62 0 R 2 w /BleedBox [ 0 0 612 792 ] /Type /Page f 0 5.835 l 0 0 m endobj /TrimBox [ 0 0 612 792 ] 0 0 m f 0 0 m Installers may, at times, have a misconception that water lines do not move because of earth loads of six to eight feet, for example. >> 0.254 0 l 6.949 -1.985 l f -1.461 4.084 l Web awwa c600 pressure testing pdf download. 3 0 obj /T1_5 1 Tf 114.677 689.055 1.901 -1.816 re 1.801 -1.021 l (\031) Tj 0.104 0 0.024 0 scn 1.334 8.005 2.223 9.186 3.598 9.186 c endobj 4.198 -3.333 l 0.575 -0.555 l 0.63 -1.832 l >> << 1.776 -1.599 l q q 0.323 -1.065 m /Font << f k -1.158 -2.466 -0.062 1.787 -0.01 1.994 c -1.2 -2.688 -0.755 -3.19 -0.176 -3.722 c Internal pressure will decrease as water temperatures decrease-to the point when the fluid begins to freeze, which then creates a substantial issue. 10.721 -7.303 l 1.892 0 l 0.98 0.761 l 1 0 0 1 277.62109 355.2411 cm -0.195 0.066 -0.338 0.104 -0.571 0.104 c Q /CS0 cs >> f f /T1_2 49 0 R 38.086 0 Td (\030\034) Tj 1.9 -7.091 l /Resources << 3.673 -1.22 3.29 -2.524 1.829 -2.524 c 3.135 -4.608 3.461 -4.538 3.659 -4.409 c endstream endobj startxref q Q 1.464 -3.565 l -1.054 -1.3 -0.951 -1.064 -0.713 0.103 c -3.219 -3.389 -2.581 -4.425 -1.248 -4.425 c q 0.009 Tc True Cover: Includestheabbreviation for thestandard name in the upper righthand corner. 0.799 3.679 l /TrimBox [ 0 0 612 792 ] 0.709 5.361 -0.283 5.148 -1.021 4.808 c 0 0.465 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. 1.801 -0.993 l Understanding testing factors during design will enable the water professional to prepare for obstacles that may arise during the testing process. 2.131 -3.425 l /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] All head pressure will thus be included in the reading on the gauge. 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 << 1 0 0 1 280.4966 356.11169 cm -1.271 -4.046 -1.271 -3.929 -1.344 -3.929 c /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 ] 10 0 0 10 258 228.8749 Tm /CropBox [ 0 0 612 792 ] 1.706 -2.939 0.899 -3.604 0.103 -4.017 c