6.111 0 Td 1.464 -3.565 l /MediaBox [ 0 0 612 792 ] Q Q Q -0.41 0.098 -0.732 -0.235 -0.732 -0.634 c American Water Works Association has the resources and tools you need to progress as a water professional. JRis a NACE Certified Corrosion Technician, Envision Specialist, and member of the American Society of Civil Engineers. This standard covers the minimum requirements for the installation of ductile-iron water mains and their appurtenances, including materials, dimensions, tolerances, and testing procedures. Q revision of AWWA Standard C600, C901 and C902 plus the additional requirements of the Department of Health, and WWS. Q /TT0 60 0 R /T1_2 29 0 R >> 11 0 obj Q 0 0 m -1.416 -3.929 -1.685 -4.106 -2.202 -4.711 c /Rotate 0 f The Council has grown from five to 24 members, with nearly 1,600 volunteer subject matter experts serving on 72 committees. -51.862 -1.25 Td h 1 0 0 1 268.6958 377.6796 cm /Parent 1 0 R -0.351 -1.267 -0.626 -0.979 -0.626 -0.634 c 0.31 -0.089 -0.114 -1.241 -0.724 -2.865 c VI. /T1_1 85 0 R >> 1.776 -1.599 l f /ExtGState << /F1 54 0 R 1 0 0 1 172.3522 682.9713 cm 1 0 0 1 144.24471 688.50121 cm 1.477 -0.988 l 0.229 -0.609 0.059 -0.609 0.003 -0.609 c All rights reserved. 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. -0.238 -0.133 -0.504 -0.247 -0.813 -0.247 c Ri pu>,s(^ FIRc;ZS"]MN??$WQ?RPNhNN!7ofGyvj81k9FM&tlrV^$~>c+o%d Q /GS2 gs /T1_2 49 0 R S Purchase print or pdf versions ofAWWA standards and manuals. March 2003. Guidelines set forth in the AWWA M41 Manual and the ANSI/AWWA C600 Standard are as follows: "Test pressure shall be 1.25 times the operating pressure. 0.637 -1.35 0.694 -1.545 0.937 -1.545 c W 0.613 -0.332 l PDF HYDROSTATIC TESTING OF WATER MAINS - Whitinsville Water Company 0 0 m -1.076 -1.25 Td %PDF-1.3 (\030\034) Tj 0.613 -0.333 l /XObject << 1.092 2.397 0.156 2.326 -0.567 1.971 c 0.298 -5.658 l q 3.593 -2.448 l x;i ?f@ v{0o>p$$'$DUWW]OC>&]oMpu{}k?#yUDM=/!Y.e'gE.WJ-eHr\eOr%2]\5\@? 0 0 0.77 rg 1 0 0 1 301.36771 347.62289 cm 0.799 3.679 l /Annots [ 18 0 R ] Location: Water transmission lines s hall be located and sized in accordance . /T1_2 1 Tf f AWWA C600-17 (Print+PDF) Installation of Ductile Iron Water Mains and -0.582 0.198 -1.007 0.313 -1.702 0.313 c But wait, you have not pressurized the line. 2.026 0 l /Annots [ 18 0 R ] -0.606 1.245 -1.566 0.251 -1.566 -0.937 c 2.158 -1.118 l /GS2 gs 0 g /T1_0 1 Tf q 0 -0.863 l 1.336 -1.407 l Requirements lists minimum requirements for a product to meet the prescribed standard f f -2.657 -8.979 -2.687 -8.847 -2.636 -8.684 c 0.335 -0.222 0.091 -0.222 0.04 -0.222 c q 468 0 l /MediaBox [ 0 0 612 792 ] 4.41 -7.303 l 377.193 341.924 -118.386 41.253 re q h 0.637 0.465 l 1 0 0 1 78 622.85091 cm (\031) Tj >> >> -4.028 -4.368 -3.403 -4.551 -2.751 -4.551 c /TrimBox [ 0 0 612 792 ] Thousands of utilities in North America and other countries, have adopted AWWA Standards as part of their processes and procedures. 0 0 m /CS0 66 0 R >> 4.023 -13.273 l 1.911 -1.583 1.901 -1.412 1.897 -1.227 c f >> 1.128 0 Td 0.214 0.162 0.485 0.266 0.756 0.266 c /CS0 66 0 R /T1_0 34 0 R 0 0 m mY+lim ]O PavS!1rTT,mYfNpervAM =Iiux_d6}F@``!,>3n.w-ml(6p>&,\*1`aDpheQ`yr8 *>T'ld4eL[\oTF s%0g-b 7%6|ZSsY y[C1cm#]hjFv.oA.H i \_FM TXgPmht}&K]Y2le1x-0CJ rg|kNpxXp_ #G7dS_Q`1RsBSevHAm-:&^~t hydrostatic testing Q f 0.637 1.16 l (\031\202) Tj 3.588 0 l /T1_2 80 0 R endobj Aw=g cN-k/{pq)MN###2&icaZ/xg=Jh.dqW^}x-K>z 0.292 -0.625 0.335 -0.542 0.335 -0.45 c 4.198 -3.333 l -5.204 0.071 -3.957 1.745 -1.674 1.745 c -1.323 -4.209 m 1.925 -1.773 l 10.111 -7.913 l 18.046 -39.6 l 69.124 14.772 l 0.63 -4.549 1.126 -5.361 1.126 -6.366 c /T1_0 34 0 R /CropBox [ 0 0 612 792 ] Q h /T1_0 34 0 R 8.075 -13.273 l Q MAXIMUM TEST PRESSURE = PIPE'S PRESSURE CLASS Crews have worked long hours to meet deadlines and are anticipating the end of the project. -4.325 -3.829 l 0.63 -4.549 1.126 -5.361 1.126 -6.366 c h Water temperature is not typically a huge factor during hydrostatic testing but must be considered at times. q 0 Tw 1.776 -1.599 l /ExtGState << &SYXeI/$ji+>x')aP46/'J?n[//~sKxJ#OYOzL|*GaI@:@63v LDWQ>eg,MN[ Z8J|c^dJw[]0: pl.Mc~U0,JoLlRU. 0 0 m 4.41 -2.269 4.41 -1.305 3.318 -1.305 c h q -1.986 -2.325 -0.582 -3.999 1.829 -3.999 c Each valved section of pipe shall be slowly, filled with water, and the specified test pressure (based on the elevation of the, lowest point of the line or section under test and corrected to the elevation of the, test gauge) shall be applied by means of a pump connected to the pipe. -2.657 -4.401 -2.44 -4.623 -2.191 -4.623 c h -1.199 -2.688 -0.755 -3.19 -0.176 -3.722 c Considering the allowable make-up water may alleviate this issue. q 0.774 3.679 l -1.107 -1.992 -1.355 -1.949 -1.588 -1.887 c 1.477 -0.76 1.477 -0.437 1.112 -0.437 c -1.768 -3.53 -0.972 -2.983 -0.63 -2.983 c h -1.403 0 l Awwa C600 Testing Requirements Pdf h [ <15> 17 <14> 22 <131c> -4 (\031\032) 29 <12> 11 <11> 34 (\037) 10 <10> 19 (\030) 31 (\036) 13 <17> ] TJ f /T1_0 34 0 R /GS2 63 0 R 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. 4.808 -3.404 l h *Reminder - connect the gauge to the pipe, not the pump. /GS2 gs 0.021 Tc /Type /Pages q >> 0 -9.033 l mn >*[X;J6 } Q /T1_5 1 Tf /Type /Page 0.298 -5.658 l -0.145 -4.327 0.114 -4.032 0.569 -3.47 c q -1.51 5.138 -0.152 6.343 1.408 6.343 c /Font << /Parent 1 0 R -1.483 1.136 -1.302 1.383 -0.946 1.383 c 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/. /Resources << 0.665 0.441 0.865 0.803 1.278 0.803 c h 0.086 0.978 0.624 1.716 1.687 1.716 c Engineering professionals often include on-site training by the manufacturer in the project specification to ensure training is completed. 6.977 -1.985 l 0.323 -1.065 m 0.031 -0.03 l -0.429 -2.827 -1.251 -1.97 -1.251 -0.937 c California Transparency in Supply Chain Disclosure 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. /Type /XObject 0 0 m 0.161 -1.763 -0.347 -1.992 -0.865 -1.992 c /F1 54 0 R q 1.886 2.397 l >> 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. 0.001 -0.704 l 0 0 m 1 0 0 1 306.67239 348.745 cm highway and railroad crossings /F1 54 0 R q 0 -10.636 l -0.631 0 -1.2 -0.709 -1.2 -1.817 c uuid:30eca241-7de2-456d-bac9-3192a24bd32d Section 600 - Water Distribution System - Apex, NC 1.074 -1.278 0.922 -1.364 0.728 -1.364 c 0.637 -2.448 l -2.12 -0.247 -1.649 -0.713 -0.841 -0.713 c /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] endstream endobj startxref 1 0 0 1 102.5811 682.9713 cm /MediaBox [ 0 0 612 792 ] >> 24.092 -39.6 l 1.126 0 Td f 0 0 m f 1.928 -7.091 l xmp.did:1c4714f5-eb15-8f40-9b40-cde12344e46e Approved by American National Standards Institute Feb. 14, 2017. 0.6 7.089 1.148 7.384 1.52 7.665 c -2.295 -4.697 -2.357 -4.578 -2.336 -4.46 c W 0.69 -0.262 0.376 -0.285 0.133 -0.403 c 6.311 -7.303 l 1.131 0.266 1.307 0.133 1.307 -0.261 c /BleedBox [ 0 0 612 792 ] It outlines the requirements for performing hydrostatic tests on all types of pipes, valves, and other associated equipment. h 0 0 0 1 k 0 0 m 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 -2.269 -4.551 -1.503 -4.368 -1.503 -3.659 c /Rotate 0 [ <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 >> C600-17 Installation of Ductile-Iron Mains and Their Appurtenances f -1.433 4.084 l /C2_0 1 Tf 2.936 1.263 l 0.794 -0.77 0.666 -0.328 0.666 0.076 c -2.601 -3.425 l -1.612 0.337 -1.15 0.57 -0.651 0.57 c 1 0 0 1 84.4866 682.4324 cm 4.736 -1.546 4.708 -1.035 4.694 -0.483 c 1 0 obj 10.721 -7.303 l Q 0.637 -2.377 l /GS2 63 0 R PDF Installation of Ductile- Iron Mains and Their Appurtenances 1 0 0 1 349.4077 372.07069 cm f /TrimBox [ 0 0 612 792 ] Q /Parent 1 0 R >> ET 0 Tc f 0.383 -2.524 0 -1.205 0 0 c 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. -0.124 0.561 0 0.325 0 0 c /Parent 1 0 R This is especially true if the line is exposed to direct sunlight. 1 0 0 1 215.36369 689.2394 cm General Provisions in Section 0200 for further requirements. disinfection -1.851 -4.623 -1.468 -4.239 -1.075 -3.722 c f f /C2_0 39 0 R AWWA is the voice of water in the nation's capital. [ <0f> 2 (\033) -26 (\031) -9 (\036) -4 <1d171b> -26 (\036) 15 <0e170d> -9 <0c> 16 <12> 2 (\031) -9 <1017> ] TJ 2.624 -9.898 l /Type /Page /BleedBox [ 0 0 612 792 ] 1 0 0 1 273.78169 349.0228 cm 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.
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