hydrostatic testing 4.666 4.439 3.744 5.361 1.518 5.361 c /TT0 60 0 R 1 -0.61 -0.694 -0.703 -0.606 -0.713 -0.429 c >> ; 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. 1.773 -1.021 l 2.651 3.59 l 0 0 m 0.604 -0.328 0.865 0.058 1.246 0.058 c PDF/X-1:2001 The last two digitsindicatethe year itwas approved, withany applicablerevision information listed at the bottom. 3.602 -3.83 l 1.202 0.465 l q -0.11 -0.523 -0.285 -0.737 -0.285 -1.103 c 4.68 0.057 4.666 0.61 4.666 1.347 c 17 0 obj /T1_4 1 Tf 8 0 obj 0 0 m 0.561 0.732 0.228 0.661 -0.019 0.547 c -1.341 -1.978 -1.745 -1.431 -1.745 -0.685 c This standard covers the minimum requirements for the installation of ductile-iron water mains and their appurtenances, including materials, dimensions, tolerances, and testing procedures. /GS2 63 0 R -0.086 -1.953 -0.276 -1.977 -0.537 -1.977 c 1.688 -1.659 l 1.126 -8.152 0.01 -9.216 -1.148 -9.216 c /TrimBox [ 0 0 612 792 ] /Height 122 /CropBox [ 0 0 612 792 ] 0.19 7.434 l 0 0 m Q 0.799 3.679 l Q h 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. Many people do not realize how their water gets to them or how blessed we are to have clean drinking water, says Regula. >> 13.8 TL f Definitionsdefinesany technicalterms 0 -7.303 l 0.794 -0.77 0.665 -0.328 0.665 0.076 c -4.027 -4.367 -3.403 -4.553 -2.751 -4.553 c h 4 0 obj f /GS2 gs 3.9 0.17 4.099 0.17 4.297 0.113 c 0 Tc /GS0 62 0 R -0.761 -1.526 -0.504 -1.464 -0.504 -1.227 c /GS0 62 0 R 0.956 -0.262 l /GS2 63 0 R /T1_5 1 Tf First edition approved by AWWA Board of Directors May 8, 1977. 0 Tw h q 4.326 -9.033 l Much time, effort, and care have been expended installing a water line. f 3.379 -2.652 l IV. f f 0.2 0.5 0.3 RG f 3.957 -7.913 l Join water professionals from all over at AWWA's conferences and learn about the different online courses AWWA offers. 0 0 m ?T+!aX0e$0nDr|["Tn'.m l{C,6VT3!+,t;q15yUl;-d?h_/tt .YL@CrVnzvAWS #/ zWE 4.149 0.165 3.527 -0.634 2.639 -0.964 c 1.659 2.652 l /Producer (PyPDF2) stream 2.561 0.808 2.006 1.297 1.279 1.297 c 0.637 -2.448 l Q 0.021 Tc n 2.329 -0.665 l 4.529 0 l /Contents 90 0 R f 0 0 m 0 2.004 l Approved by American National Standards Institute Feb. 14, 2017. f /GS2 gs f f ET /T1_3 1 Tf 0.631 -1.832 l -1.2 -2.688 -0.755 -3.19 -0.176 -3.722 c 4.666 4.439 3.744 5.361 1.518 5.361 c 1.852 -3.997 l 0.499 -1.364 0.323 -1.273 0.323 -1.065 c The pump should be isolated from the line during the actual test period. 0 0 m 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. -0.351 -1.267 -0.626 -0.979 -0.626 -0.634 c /Type /Page -0.285 -1.568 0.138 -1.83 0.57 -1.83 c HLN0y 1.121 0 Td -2.467 0.27 -3.219 -0.666 -3.219 -2.042 c /GS1 65 0 R 0.641 -1.462 l 3.593 -2.448 l h 2 0 obj 0 0 m /F1 54 0 R Installing Ductile-Iron Mains 4.68 0.057 4.666 0.61 4.666 1.347 c 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. f <> 1.776 -1.599 l Valves shall, not be operated in either the opening or closing direction at differential pressures, above the rated pressure. 0 0 m 5.049 -1.305 l 1.34 -1.483 1.34 -1.645 1.364 -1.773 c 1.593 -2.102 1.593 -2.05 1.57 -1.628 c -0.124 0.561 0 0.325 0 0 c BT -1.745 0.023 -1.326 0.585 -0.561 0.585 c 5.985 0 Td 3.422 0.057 3.593 -0.356 3.593 -0.903 c 1.404 -3.829 l [ (Copyright\040) -1 (\251\0402011\040American\040Water\040Works\040Association\056\040All\040Rights\040Reserved\056) ] TJ 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. 469 0 obj <> endobj /T1_0 1 Tf 1.688 0 l /T1_2 80 0 R 0.617 0.954 m /Annots [ 18 0 R ] /C2_0 39 0 R f 133.566 671.059 1.9 -7.304 re 11.969 0 l Duration of the test is two hours. <> << 5.957 0.17 6.708 -1.049 6.708 -2.694 c /GS2 gs 0 0 m -0.581 0.199 -1.007 0.312 -1.701 0.312 c /T1_0 1 Tf Q There are currentlymore than 190AWWA Standards, and standards committees have produced more than 60AWWAManuals of Water SupplyPractices. 1.801 0 l h 6.949 -1.985 l Q 0.765 1.565 1.788 3.19 2.564 3.19 c 0.813 -0.052 1.083 0.058 1.416 0.058 c 0 0 m /TT0 60 0 R It may be necessary to supplement this standard with special requirements not included in this standard (see foreword, Sec. q 0 1.121 1.262 1.262 2.113 1.262 c