awwa c600 testing requirements pdf

0 Tw 1.128 0 Td 1.34 -1.483 1.34 -1.645 1.364 -1.773 c endobj -0.238 -1.483 -0.039 -1.417 0.071 -1.369 c 0.823 -6.084 0 -5.162 0 -3.715 c 7 0 obj /GS2 gs 1.235 0 Td The water balloon will simply fall to the ground while pieces from the air balloon may travel several feet when popped. 1 0 0 1 86.1451 738.00011 cm 0.161 -1.763 -0.347 -1.992 -0.865 -1.992 c 2.056 -1.305 1.9 -2.808 1.9 -3.758 c -0.341 6.572 l 1 0 0 1 308.52049 371.5121 cm 1 0 0 1 126.2207 680.71609 cm h 5 0 obj /BleedBox [ 0 0 612 792 ] h T6{Ra>G|FbXno,m&?&kOGy*uW6B$'Mj];gjJDt.Gx&r:dMabz)4&W+d(6~Ubv /GS1 65 0 R Web awwa c600 pressure testing pdf download. h 4.707 -1.839 3.185 -3.044 1.408 -3.044 c -0.499 -0.713 -0.232 -0.646 0 -0.518 c 1.316 -2.652 l 0.666 0.442 0.865 0.803 1.279 0.803 c [ <85860f0e1911050f060f0d0c19048f8f8d0d> 15 <1011051987880c11197f1601> 50 <197f16141602> ] TJ 4.1.1.2 Test pressure shall not exceed pipe or thrust-restraint design pressures. >> /T1_0 1 Tf >> 4.1.1.4 Test pressure shall not vary by more than 5 psi (34.5 kPa) for the duration, 4.1.1.5 Valves shall not be operated in either direction at a differential pressure, exceeding the rated valve working pressure. 0.803 -0.042 1.093 0.057 1.331 0.057 c 1.336 -1.407 l 0.646 -2.377 l -3.999 -5.899 -5.204 -4.268 -5.204 -2.042 c f 0 0 m 1.464 -3.565 l 1.901 -4.027 2.07 -4.609 2.794 -4.609 c q -2.893 0 l -0.248 -1.182 -0.155 -1.33 0.372 -1.418 c /Type /Action /Contents 92 0 R -4.807 1.007 -3.432 1.702 -1.943 1.702 c Q 2.026 0 l f Website Terms of Use /GS2 gs "AWWA has served the members and the water industry by dedicating staff and volunteer resources to this core program, and has succeeded in enabling the continued development and expansion of industry standards.". 1.928 -7.091 l 1.717 -1.659 l f 0 -2.448 l q 0.665 0.441 0.865 0.803 1.278 0.803 c q The purpose of this standard is to provide the minimum requirements for the materials and installation of CIPP systems for the rehabilitation of existing potable water mains 4 in. 1.996 0.057 2.248 -0.352 2.248 -0.903 c -1.054 -1.3 -0.951 -1.064 -0.713 0.103 c 2.091 -1.264 2.562 -0.703 2.562 0 c If there is a conflict between the two the more conservative shall apply. >> -1.416 -3.929 -1.685 -4.106 -2.202 -4.711 c 2017-06-12T13:26:24-06:00 /Type /Page iN+ _L3a: g5wV~o;?yG$(s-^PZLG-Hr@ZrJC"Q{{\z&Y9 N#)'!]:2;vJDx;k9*HUM+i~B5V@XVZprCR+:Xm -0.019 Tw /Rect [ 21.6 756 597.6 792 ] 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". 1.17 1.284 l HWN$7 Use of a test pressure greater, than the rated valve pressure can result in trapped test pressure between the, gates of a double-disc gate valve. -0.049 Tw 4.504 -4.859 l ; 3.z x Jy$;8&, C600-17 Installation of Ductile-Iron Mains and Their Appurtenances, Installation of Ductile-Iron Mains and Their Appurtenances, Copyright 2017 American Water Works Association All Rights Reserved. h f 2 0 obj /Contents 101 0 R 1 0 0 1 268.6958 377.6796 cm f -1.29 1.617 -1.815 0.978 -1.815 -0.113 c << h /CS0 66 0 R 0.86 -1.83 1.179 -1.678 1.327 -1.407 c q WKZTxNd/_" .;AP*G 4.255 -4 5.658 -2.326 5.658 -0.227 c 0 -0.703 0.47 -1.264 1.279 -1.264 c 0 0 m 0 0.465 l >> [ <9102> -38 <04> -33 (\221) -74 (\221) -41 <04> -28 <02> -21 <0d> -39 (\215) -52 (\222) ] TJ The pump should be isolated from the line during the actual test period. 3.134 -4.609 3.46 -4.538 3.659 -4.411 c h q -3.999 -5.9 -5.204 -4.268 -5.204 -2.042 c 1 0 0 1 84.4866 682.4324 cm >> 0 Tc Includes >> 0 0 m f 3.673 -1.22 3.29 -2.524 1.829 -2.524 c 0.181 0.371 l endobj 0.637 0 l /MediaBox [ 0 0 612 792 ] 0.813 -0.052 1.083 0.057 1.417 0.057 c -0.92 -0.044 -0.765 0.561 -0.362 0.561 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 0 0 1 159.51871 680.71609 cm 3.801 -2.808 3.006 -3.148 2.085 -3.148 c V. Verification includesmaterial tests and manufacturing processes to ensure product quality 4.1.1.3 The hydrostatic test shall be of at least a 2-h duration. 1.406 1.167 1.644 0.665 1.644 0.281 c 0.31 -5.509 -0.269 -4.829 -0.848 -4.342 c 4.187 0.266 3.246 -1.034 1.809 -1.034 c PDF/X-1a:2001 0.254 0 l 1.901 3.46 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/. 0.665 0.076 m 1.49 -0.913 1.616 -0.662 1.616 -0.389 c Fromdesign to installation, we take great pride in providing education and trainingto water professionals throughout the water and waste water industry. Q /BleedBox [ 0 0 612 792 ] 0.637 0.465 l All rights reserved. 1.975 -2.053 1.964 -2.186 2.037 -2.186 c This Standard Describes Underground Installation And Pressure Testing Requirements For. 4.58 7.901 4.383 8.729 3.463 8.729 c -0.499 -0.713 -0.233 -0.646 0 -0.518 c American Water Works Association 0.525 -0.893 0 -0.624 0 0 c /C2_0 39 0 R -2.524 6.069 l /Font << 1 0 0 1 289.8315 356.3588 cm q Files S 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. 2.512 5.607 l [ (\035\034) -16 (\033) -21 (\032) -7 (\033) -11 (\031) ] TJ -0.351 0.57 -0.157 0.522 0.043 0.48 c >> 1 0 0 1 78 582.3992 cm -1.851 -4.623 -1.468 -4.239 -1.075 -3.722 c -2.822 -1.659 0.482 -0.922 0.482 -3.56 c >> Jerrys responsibility is to provide technical support for water professionals at all levels including engineers, private water companies, contractors, municipalities, and water districts. 11.316 -9.898 l >> 4.808 -3.403 l q /CropBox [ 0 0 612 792 ] 1.829 -0.993 l perform visual inspection or non-destructive testing requirements of this section. 9 0 obj 3.347 0 l 0 30.063 l >> Allowing all the air to vent and adequate time for any water absorption in the cement lining are beneficial. 1 0 0 1 323.9854 372.07069 cm /Annots [ 18 0 R ] 10.083 -7.913 l endobj 0.29 1.049 0.692 1.167 0.993 1.167 c Q 2.484 -1.988 1.645 -2.827 0.617 -2.827 c -1.612 0.337 -1.15 0.57 -0.651 0.57 c 0 -1.446 l h k Q f <>>> 4.27 9.186 4.869 8.817 5.097 8.595 c /GS0 62 0 R 1 0 0 1 78 622.85091 cm Q /T1_3 85 0 R highway and railroad crossings -1.815 -3.148 -0.411 -4.539 2 -4.539 c >> 6.262 11.88 274.426 274.027 re /MediaBox [ 0 0 612 792 ] These procedures should not be applied for air-pressure testing because of the serious safety hazards involved with compressed air. 1.773 0 l 1.706 -2.939 0.899 -3.604 0.103 -4.017 c 1.44 -0.603 l 2.085 0 l ANSI/AWWA C600 Installation Guide for Ductile-Iron Mains and Their Appurtenances. -4.027 -4.367 -3.403 -4.553 -2.751 -4.553 c 1 0 0 1 281.8828 365.46471 cm 2.158 -1.118 l -1.085 -1.788 -1.499 -1.802 -1.964 -1.832 c -15.561 -8.879 -11.818 -12.623 -7.197 -12.625 c 1.852 4.186 1.7 5.835 0.19 5.835 c 10.21 0.17 10.721 -1.064 10.721 -2.694 c 1.074 -1.278 0.922 -1.364 0.728 -1.364 c Approved by American National Standards Institute Sept. 2, 2010. /Length 6067 0 0 m 3.021 -4.539 3.815 -4.34 4.509 -3.957 c 0.002 Tw There is also a benefit to documented standards compared to word-of-mouth training. 4.012 0 l -0.11 -0.523 -0.285 -0.737 -0.285 -1.103 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 /BleedBox [ 0 0 612 792 ] 1.928 -6.254 l /TrimBox [ 0 0 612 792 ] 2.829 3.679 4.149 2.893 4.149 1.116 c f %PDF-1.3 % >> (+V?Q:Z)B^PMkg\yp^.qV0Biw4B1-15x@P[WYD53"; 1.44 0.038 l -0.195 0.066 -0.338 0.104 -0.57 0.104 c /T1_1 85 0 R /Parent 1 0 R (\037\036) Tj 1.871 4.445 1.334 5.332 1.334 6.395 c -1.107 -1.992 -1.355 -1.949 -1.588 -1.887 c 1 0 0 1 273.78169 349.0228 cm 0.012 Tc 5.957 0.17 6.708 -1.049 6.708 -2.694 c h 0.33 -0.761 0.685 -1.294 1.561 -1.294 c 1.307 -0.832 1.279 -1.008 1.174 -1.146 c -1.483 1.136 -1.302 1.383 -0.945 1.383 c Q (\030\034) Tj 230 0 obj <><><>]/ON[232 0 R]/Order[]/RBGroups[]>>/OCGs[232 0 R]>>/OutputIntents[<>]/PageLabels 213 0 R/Pages 216 0 R/Type/Catalog/ViewerPreferences<>>> endobj 231 0 obj <>/Font<>>>/Fields 209 0 R>> endobj 226 0 obj <>stream 0 0 m /GS1 65 0 R 1.131 0.266 1.307 0.133 1.307 -0.261 c /GS2 gs -0.352 0.57 -0.157 0.522 0.042 0.479 c /T1_5 1 Tf Q -1.35 -1.464 -1.141 -1.526 -0.922 -1.526 c 1 0 0 1 78 595.8992 cm /Type /Page 0.709 5.361 -0.283 5.148 -1.021 4.807 c from application/x-indesign to application/pdf 0 Tc 0 -7.303 l 4TusQ2+$ho71#A ={ ZN6b3j:OZRIm IO{IM^94mUHx*4O h|o@mBv`! h /Rotate 0 /T1_2 85 0 R 0.214 0.162 0.485 0.266 0.756 0.266 c -1.55 -8.3 -1.003 -7.783 -0.651 -7.207 c examined carefully during the test. /MediaBox [ 0 0 612 792 ] /TT0 60 0 R /Annots [ 18 0 R ] 0.637 -1.35 0.694 -1.545 0.937 -1.545 c /GS1 gs << -2.295 -8.226 -1.706 -8.773 -1.106 -8.773 c 2.798 0.257 1.833 1.245 0.622 1.245 c /Im0 Do 0 -7.303 l 0.327 -1.024 0.327 -1.007 0.319 -0.866 c The same basic principles can be applied to most other materials as well. /T1_1 49 0 R Q 0.603 0 l 2.512 5.607 l 1 0 0 1 132.4744 685.90669 cm Each AWWA Standard is developed by a dedicated volunteer committee and is subjected to a rigorous formal approval process. 0.007 Tc 6.977 -1.985 l >> 1 0 0 1 36 86.4 Tm 0 -7.303 l >> This is especially true if the line is exposed to direct sunlight. /MediaBox [ 0 0 612 792 ] R`aRRpYk}9As\wq:]~%&OZWT 4/2ppZ~'OXjspOSQ hStk+xFUu;WAY[U'@ GXT ]FYHIUjr9! endobj >> 189 0 obj <>stream 0 0 m /Resources << 1.334 8.005 2.223 9.186 3.598 9.186 c By becoming a member of volunteering with American Water Works Association you are showing your commitment to the water profession. 0.683 3.19 0.796 2.924 0.703 2.585 c /XObject << /Parent 1 0 R -1.207 -0.247 -1.483 -0.024 -1.511 0.371 c -2.233 -9.216 -3.081 -8.404 -3.081 -6.985 c 1.911 -1.583 1.901 -1.412 1.896 -1.226 c 1.801 -0.979 2.581 0.17 3.716 0.17 c 8.339 0 l stream f 0 -2.448 l /GS2 63 0 R 8.821 -7.303 l 0.335 -0.222 0.091 -0.222 0.04 -0.222 c 1.307 0 1.865 0.266 1.865 0.99 c This includes material selection, testing methods and procedures, inspection requirements, and record keeping. -1.207 -0.247 -1.483 -0.024 -1.511 0.371 c 1.9 -1.645 1.9 -3.574 1.9 -4.623 c -1.592 -3.574 -1.923 -2.88 -1.923 -2.2 c h /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] /ExtGState << >> 43.39 0 Td -1.29 1.617 -1.815 0.979 -1.815 -0.114 c -1.2 -2.688 -0.755 -3.19 -0.176 -3.722 c 1 0 0 1 124.87289 700.60249 cm -1.799 -8.123 -1.809 -8.3 -1.727 -8.3 c /T1_1 55 0 R >> 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. q Q 0 0 0 1 K /Type /Page -0.109 -0.523 -0.285 -0.736 -0.285 -1.103 c 0.553 -1.56 l 0 g Q (\031) Tj 1.925 -1.773 l /Type /Catalog /Type /Pages h -1.986 -2.325 -0.582 -3.999 1.829 -3.999 c 0.765 1.565 1.788 3.19 2.564 3.19 c -0.471 0 l 1 0 0 1 89.166 685.90669 cm h /T1_2 29 0 R 0.193 -0.704 0.216 -0.771 0.216 -0.904 c Q 3.077 2.17 3.673 1.12 3.673 0 c DRAWN DESIGN DATE REV TRUCKEE MEADOWS WATER AUTHORITY 7/2011 2ND ENGINEERING & CONSTRUCTION STANDARDS q 0 Tw -1.403 0 l Q The hydrostatic test parameters must be clearly defined during the design phase and stated in the project specifications. 1.852 0 1.852 1.953 1.852 3.146 c 0.019 Tc f 1 0 0 1 273.2827 349.7504 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efficiency right at your fingertips with our Pocket Engineer for mobile and desktop devices. f 0 5.835 l -6.046 0 l The make-up water is measured and documented after each test. 1 0 0 1 317.19679 350.7831 cm 3.593 -2.448 l /Annots [ 18 0 R ] 0 0 m -0.741 0.104 -0.946 0.043 -0.946 -0.167 c PDF/X-1:2001 h 0 0 m >> 3.379 -2.652 l -0.504 -0.746 -1.612 -1.074 -1.612 -0.191 c It is good practice to allow the system to stabilize at the. 2.338 -0.665 l 278.259 360.219 0.637 -2.448 re h -3.081 -6.985 m 0.736 -0.437 0.637 -0.936 0.637 -1.25 c Q /F1 54 0 R 1.688 -1.659 l Q 4.529 0 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. >> (\031) Tj 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. 469 0 obj <> endobj Q 0.323 -1.065 m /GS1 65 0 R 0.499 -1.364 0.323 -1.273 0.323 -1.065 c Internal pressure will decrease as water temperatures decrease-to the point when the fluid begins to freeze, which then creates a substantial issue. f Appendices: Containsadditional guidance and reference materials for applicationof the standard. /TT0 60 0 R -1.964 -1.462 l 4.666 4.439 3.744 5.361 1.518 5.361 c [ <1f8f8f8d0d> 15 <1011051990> 20 <9d191f89118d0f07040c191e04060f0d0c048a191d06040c05048d050e191c0c0e060f06880611191d118f0602197f01> 50 <197f16141602> ] TJ 396.0011 0 0 396.0011 -7.2004 17.8199 Tm 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 6.778 -10.636 l 6.566 -0.241 7.516 0.17 8.41 0.17 c 0.276 -2.039 0 -1.73 0 -1.246 c Explanation: Defineswhat an AWWA Standard is and what it covers. 1.911 -1.583 1.901 -1.412 1.897 -1.227 c >> 0.021 Tc q /ExtGState << 0.346 -1.058 l 5.644 0 l f 5.049 -1.305 l 0 g 2.325 0.761 l MAXIMUM TEST PRESSURE = PIPE'S PRESSURE CLASS 1.611 -1.141 l -2.657 -8.979 -2.687 -8.847 -2.636 -8.684 c 1.341 -1.482 1.341 -1.644 1.364 -1.773 c 1.245 -1.982 l /ColorSpace 20 0 R f h Delivery covershow the product can be packaged, marked, and shipped. /T1_2 1 Tf 1 0 0 1 349.4077 372.07069 cm /CropBox [ 0 0 612 792 ] 1.801 0 l /Parent 1 0 R 11.317 -9.898 l -0.761 -1.526 -0.504 -1.464 -0.504 -1.227 c /Producer (PyPDF2) 1.996 0.058 2.248 -0.352 2.248 -0.903 c Duration of the test is two hours. endobj /Type /Page -0.021 Tw >> -0.003 Tc 2.936 0.695 2.85 0.17 2.539 -0.241 c /ExtGState << -4.623 -4.07 l ?T+!aX0e$0nDr|["Tn'.m l{C,6VT3!+,t;q15yUl;-d?h_/tt .YL@CrVnzvAWS #/ zWE /F1 54 0 R Files AWWA C600-17 Installation of Ductile-Iron Mains and Their Appurtenances .More Information List Price: $140.00 Member Price: $98.00 Quantity: 4 0 obj -3.081 -6.985 m f 0 0 m /GS2 63 0 R h L/6wqk0'*YVGRhZp--/-Pbhsu).riZ*s{JWDVy?lF0 .Q^ 2.241 -0.638 1.787 -0.893 1.205 -0.893 c Q Q 1.688 0 l f -8.893 11.48 -11.328 5.686 -14.394 0.002 c -1.745 0.023 -1.326 0.585 -0.561 0.585 c 0 0 0 1 K q 0 -7.304 l q 1.126 0 Td 1.04 SUBMITTALS A. -1.251 0.086 -0.446 0.954 0.617 0.954 c Much time, effort, and care have been expended installing a water line. << /BleedBox [ 0 0 612 792 ] General B. h 0.403 -3.367 0.972 -2.658 0.972 -1.565 c 2.623 -9.898 l 0.229 -0.609 0.059 -0.609 0.003 -0.609 c Fill the line at the lowest possible location while providing an air release at the highest location. 0.622 2.55 4.707 2.842 4.707 0.013 c

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