0.01 Tw from application/x-indesign to application/pdf II). endstream endobj startxref /BleedBox [ 0 0 612 792 ] /T1_0 34 0 R 468 0 l -0.314 0.292 m 6.369 0 l -0.049 Tw h 1.075 -1.278 0.922 -1.364 0.728 -1.364 c 38.086 0 Td 0 0 m 4-1 Performance test on 36-in. -0.085 -1.953 -0.276 -1.978 -0.538 -1.978 c 3.701 4.017 4.187 3.234 4.187 2.023 c This edition approved Jan. 14, 2017. >> 1 0 0 1 86.1451 738.00011 cm /ExtGState << /Contents 100 0 R endobj 4.68 0.057 4.666 0.61 4.666 1.347 c 0.382 -2.524 0 -1.205 0 0 c -4.027 -4.367 -3.403 -4.553 -2.751 -4.553 c 1.202 0.465 l -3.46 -1.56 l 0.709 5.361 -0.284 5.148 -1.021 4.808 c 1.739 -3.318 l f >> h 0 -0.703 0.47 -1.264 1.279 -1.264 c /T1_1 34 0 R f -1.815 -1.503 -0.553 -2.283 0.737 -2.283 c /F1 11.5 Tf /F1 54 0 R f 0.2 0.5 0.3 RG Q 78 663.585 150.026 74.415 re 0.556 1.298 0 0.808 0 0 c JRis a NACE Certified Corrosion Technician, Envision Specialist, and member of the American Society of Civil Engineers. 4.992 0.17 5.715 -0.213 6.126 -1.12 c -0.248 0.871 0 0.457 0 0 c 0.482 -5.262 -1.035 -5.942 -2.581 -5.942 c -0.499 -0.713 -0.232 -0.646 0 -0.518 c 3.716 -5.913 l -1.757 -7.975 l 4.666 4.439 3.744 5.361 1.518 5.361 c 378 341.102 l -1.686 -4.859 -2.295 -5.657 -2.295 -6.941 c 3.347 0 l 2 w 0.31 -5.509 -0.269 -4.829 -0.847 -4.342 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. /Parent 1 0 R /Annots [ 18 0 R ] 0.774 3.679 l /Contents 91 0 R /MediaBox [ 0 0 612 792 ] q 1.887 0.424 1.578 0.732 0.832 0.732 c /MediaBox [ 0 0 612 792 ] -0.11 -0.523 -0.285 -0.737 -0.285 -1.103 c 1 0 0 1 78 595.8992 cm 0.556 1.297 0 0.808 0 0 c 0 Tc 2.325 0.761 l Considering the allowable make-up water may alleviate this issue. /Parent 1 0 R /TT0 60 0 R f Ensure the pump is primed before the valve is opened to the water line. 0.103 -1.802 -0.279 -1.788 -0.703 -1.788 c 6.048 -13.273 l Test pressures for the various services and types of piping are shown at the end of this section in Table 15044. q 1.459 0 l 18.046 -39.6 l -1.108 -1.992 -1.354 -1.949 -1.587 -1.887 c 0 30.063 l Note the statement from the ANSI/AWWA C600 Installation Guide for Ductile-Iron Mains and Their Appurtenances: We recommend using hydrostatic test procedures for all water lines if possible. (\030\034) Tj 1.697 0.803 1.896 0.451 1.896 0.076 c 1.112 -2.02 0.965 -2.039 0.775 -2.039 c 0.637 -2.448 l 1.928 -6.254 l 1.901 1.391 l Q 4.666 2.283 l h The test pressure shall not be less than 1.25 times the stated working pressure of the pipeline measured at the highest elevation along the test section and not less than 1.5 times the stated working pressure at the lowest elevation of the test section. >> /Contents 79 0 R /F1 54 0 R /Rotate 0 >> 4.127 -1.702 3.787 -1.645 3.446 -1.645 c 0.641 0.709 0.372 0.576 0 0 c /Subtype /Link 0 0 m f 0.665 0.076 m 1.023 0.518 0.972 0.709 0.786 0.709 c -1.986 -0.227 m 1 0 0 1 281.8828 365.46471 cm 4.779 -2.113 l f /T1_0 1 Tf 0.559 6.232 0.527 6.439 0.134 6.498 c >> Join water professionals from all over at AWWA's conferences and learn about the different online courses AWWA offers. q -3.304 -5.942 -4.041 -5.814 -4.736 -5.629 c As new technologies emerge, new standards are developed. 1 0 0 1 306.67239 348.745 cm (\030\034) Tj /T1_2 29 0 R 3.035 -1.247 3.035 -1.73 3.106 -2.113 c 2.091 -1.265 2.561 -0.704 2.561 0 c 0.566 -0.555 l /T1_4 80 0 R 0 g %PDF-1.5 -0.195 0.066 -0.338 0.104 -0.57 0.104 c Leakage shall not be measured by a drop, These formulas are based on an allowable leakage of 11.65, gpd/mi/in. /Resources << Crews have worked through inclement weather. Q 1.9 -7.303 l 0.86 -1.83 1.178 -1.678 1.326 -1.407 c 1 0 obj 1.925 -1.773 l -1.29 1.617 -1.815 0.979 -1.815 -0.114 c 0 0 m q /TrimBox [ 0 0 612 792 ] q /MediaBox [ 0 0 612 792 ] f 14 0 obj h adobe:docid:indd:5cad130e-228d-11dd-b753-bc3d6c84f515 1 0 0 1 78 127.334 cm 2.935 1.263 l << >> /T1_0 85 0 R Q q f Q Q /F1 54 0 R 0.003 Tw 0.665 0.076 m /MediaBox [ 0 0 612 792 ] Q f /CS0 66 0 R /Type /Action 8.821 -7.303 l f 0.181 0.371 l ET 1.716 -1.659 l There is an extremely good chance that the most common installation, regardless of the pipe material, is improper tightening/torque of MJ bolts. /CS0 66 0 R f stream 0 -2.448 l /ExtGState << /BleedBox [ 0 0 612 792 ] 1 0 0 1 293.9146 354.72839 cm /GS3 gs f 2.935 0.695 2.85 0.17 2.538 -0.241 c 3.077 2.17 3.673 1.12 3.673 0 c /GS2 63 0 R 0 0 m -3.219 -3.389 -2.581 -4.424 -1.248 -4.424 c 4.41 -7.303 l /Font << Yes, a ductile iron cap is heavier than a balloon, which ultimately means it will do more damage when it lands. 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. 1 0 0 1 280.4966 356.11169 cm 606 Testing and Inspections A. 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. Work smart, work hard, and work safe! Keep in mind there are documented procedures and knowledgeable McWane Ductile staff available for assistance. f 0.444 0 l 0.1 -1.896 l <0a1b> Tj -0.631 0 -1.2 -0.709 -1.2 -1.817 c -1.51 5.138 -0.152 6.343 1.408 6.343 c q 19 0 obj 0 -3.565 l /Rotate 0 BT /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] /GS1 65 0 R 4.41 -2.269 4.41 -1.305 3.318 -1.305 c 11.969 0 l 2.199 -1.304 1.901 -2.793 1.901 -3.73 c q The dangers of compressed air cannot be over emphasized. T* -0.864 -4.231 0.391 -2.977 0.391 -1.428 c B. f 0.646 -2.097 l >> -3.422 -2.836 -3.018 -1.152 -2.109 0.015 c 1.336 -1.407 l >> -1.571 -5.066 -1.789 -4.238 -1.789 -3.515 c 1.892 -1.045 1.887 -0.861 1.887 -0.613 c II. endobj 1.688 0 l These AWWA Standards address all facets of water treatment and delivery. 2.562 0.808 2.005 1.298 1.279 1.298 c 0 0 m f 10.721 -7.303 l 2 0 obj 0.161 -1.763 -0.347 -1.992 -0.865 -1.992 c /GS0 62 0 R -1.433 4.084 l 2017-06-12T13:26:24-06:00 q -1.55 -1.364 l 1.602 -2.283 2.552 -1.829 2.992 -1.021 c /C2_0 39 0 R Q 0 -1.751 l 4 M /GS0 62 0 R 0 0 m 3.588 0 l 4.666 4.439 3.744 5.361 1.518 5.361 c Q 8 0 0 8 172.5585 29.684 Tm 0.689 -0.437 0.637 -0.94 0.637 -1.259 c ET /C2_0 39 0 R /TT0 60 0 R 0 0 m Q 2.931 6.343 4.072 5.481 4.466 4.352 c /F1 54 0 R -1.986 -2.325 -0.582 -3.999 1.829 -3.999 c /ColorSpace << q -1.964 -1.462 l /GS0 62 0 R Test Report 1. iN+ _L3a: g5wV~o;?yG$(s-^PZLG-Hr@ZrJC"Q{{\z&Y9 N#)'!]:2;vJDx;k9*HUM+i~B5V@XVZprCR+:Xm -0.284 6.069 l California Transparency in Supply Chain Disclosure This edition approved June 6, 1993. 2.115 -2.448 l >> Q 2.056 -1.305 1.9 -2.808 1.9 -3.758 c 0.023 Tc 1 0 0 1 109.1611 685.90669 cm 0.31 -0.089 -0.114 -1.241 -0.724 -2.865 c >> Q [ <0b> -10 <0a> 15 <0a> 17 <14> -17 <10> -21 <1c121e> -1 (\033) -28 (\036) 13 <13> -7 <12> -14 (\035) ] TJ /T1_0 1 Tf /Length 6067 f 1.121 0 Td Q Sitemap 0.637 0.465 l 2.937 -3.318 l 6.111 0 Td 0 0 m -1.079 -1.136 -0.865 -1.483 -0.418 -1.483 c 1.901 3.461 l q 0 0 m 0.803 -0.042 1.093 0.057 1.331 0.057 c >> After all the air has been, expelled, the corporation cocks shall be closed and the test pressure applied. /GS2 gs << 1.246 -1.982 l ", Deflection of joints -after the pipe is homed. hbbd``b`@ U,OT aH11012X10 30 )~ n Installations that require special attention, techniques, and. /ColorSpace << h f 0.383 -2.524 0 -1.205 0 0 c HWN$7 [ (\037) -3 (\036) -4 (\035) 2 (\034) -13 (\033) -30 (\032) -13 (\032) 2 (\033) 3 (\034) -17 (\031) 15 (\030) 18 <1e1718> 15 <1617> ] TJ q 133.566 671.059 1.9 -7.304 re -1.023 -3.043 -1.303 -2.999 -1.209 -2.658 c 1.901 1.39 l 44.625 0 Td [ <85860f0e1911050f060f0d0c19048f8f8d0d> 15 <1011051987880c11197f1601> 50 <197f16141602> ] TJ From source to storage, from treatment to distribution, AWWA Standards cover the products and processes related toall areas of water treatment and supply. -0.325 3.659 0.483 3.972 1.291 3.972 c -0.499 -0.713 -0.233 -0.646 0 -0.518 c 1 0 0 1 210.1304 685.90669 cm q h /T1_0 34 0 R -1.815 -1.504 -0.553 -2.283 0.738 -2.283 c 0 0 m PDF/X-1:2001 >> 2.248 -2.448 l /TrimBox [ 0 0 612 792 ] The purpose of this standard is to provide the minimum requirements for the materials and installation of CIPP systems for the rehabilitation of existing potable water mains 4 in. [ (\037) 70 (\036) -65 (\036) 56 (\037\035\034) -5 (\033) -3 (\032) -6 (\031) -3 (\030) -18 (\032) -4 <17> -1 (\030) ] TJ h 1.44 -0.603 l q H{\O.j\J7Sv%J a0tOH=LRbl YQ_hm -]}I-Y\ >>^JTj -0.195 0.066 -0.338 0.104 -0.571 0.104 c /Resources << 4TusQ2+$ho71#A ={ ZN6b3j:OZRIm IO{IM^94mUHx*4O h|o@mBv`! 1.903 0 l Multiple air release locations may be provided due to the contour of the line. /Resources << 1.44 -0.603 l The test pump is to be connected at the lowest point of the line. R`aRRpYk}9As\wq:]~%&OZWT 4/2ppZ~'OXjspOSQ hStk+xFUu;WAY[U'@ GXT ]FYHIUjr9! S 0 -0.704 0.47 -1.265 1.279 -1.265 c 0.956 -0.262 l 0.5 w -2.283 -1.599 l 4 M 5.049 1.248 4.283 3.105 1.574 3.105 c Three hydro tests are conducted with each having the same time intervals. (\031\202) Tj 1, 1994. (\031) Tj 3.929 -7.913 l 0 0 m 1.9 -7.303 l 2.026 0 l First edition approved by AWWA Board of Directors May 8, 1977.This edition approved June 20, 2010. 0.637 -3.565 l -1.611 0.337 -1.15 0.57 -0.651 0.57 c 0 0 m Effective . /Producer (PyPDF2) 0 -9.033 l f 0 0 m Q 0 0 m 1 0 0 1 132.4744 685.90669 cm /GS0 62 0 R 0.94 -0.207 1.023 0.237 1.023 0.37 c q -1.744 1.849 -2.12 1.264 -2.12 0.556 c /TrimBox [ 0 0 612 792 ] -0.946 -0.557 0.161 -0.31 0.161 -1.193 c /ColorSpace 20 0 R (\037\036) Tj /CS0 66 0 R 18 0 obj endobj 1.34 -1.483 1.34 -1.645 1.364 -1.773 c -2.026 0 l /C2_0 39 0 R f h 0.637 1.16 l 0 0 m 4.51 -2.411 m 0 0 m -0.403 -3.219 -0.403 -3.353 -0.527 -3.781 c h mn >*[X;J6 } 1.897 -0.333 1.768 -0.77 1.279 -0.77 c 4.149 -5.353 l 0 1 0 0 1 330.1631 377.6781 cm 1 0 0 1 121.7533 665.8683 cm 1.81 -3.118 2.798 -2.148 2.798 -0.937 c VpWf1q[tRJkG%`>npBXZg[k/h"7/Eba[ -, Nv 4.658 0 l 4.326 -1.751 l Continue to grow your professional development through American Water Works Association. 2.167 -0.437 2.115 -0.94 2.115 -1.259 c /Parent 1 0 R q &HM50ztvv{>4cF`E)%i+zL!, Q&mR@T-}^J&-/G -1.986 -2.326 -0.581 -4 1.829 -4 c /C2_0 39 0 R /CropBox [ 0 0 612 792 ] 0.575 -0.556 l >> h 5.985 0 Td 2.624 -9.898 l 0 0 m Definitionsdefinesany technicalterms 2.61 0 l W Requirements lists minimum requirements for a product to meet the prescribed standard 1.865 1.928 1.142 2.004 0.381 2.004 c 0 0 m 1.44 -0.603 l 0.737 -0.437 0.637 -0.937 0.637 -1.25 c /T1_0 1 Tf 1 0 0 1 99.8298 669.5269 cm -15.561 -8.879 -11.818 -12.623 -7.197 -12.625 c 1 0 0 1 357.8687 373.9989 cm Q 21.6 72 576 36 re 0.086 0.978 0.624 1.716 1.687 1.716 c 1.901 -7.303 l -0.341 6.572 l 0.021 Tc /ExtGState << q 2.212 -2.186 2.708 -1.698 3.008 -1.182 c subsqueous Crossings /F1 54 0 R 0.298 -5.658 l q 5.658 2.183 3.999 3.645 1.829 3.645 c /BleedBox [ 0 0 612 792 ] q h /GS2 64 0 R 4.529 0 l Prime the pump to remove all air prior to engagement with the line. h 6.778 -10.636 l /T1_4 49 0 R 0 0 m /GS2 63 0 R 1 0 0 1 78 582.3992 cm 2.131 -3.425 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 Contact Us, McWane Ductile product engineers or sales representatives, ANSI/AWWA C600 Installation Guide for Ductile-Iron Mains and Their Appurtenances. /GS2 gs 1 0 0 1 178.9321 685.90669 cm q -1.35 -1.464 -1.141 -1.526 -0.922 -1.526 c /CS0 66 0 R 1.307 -0.642 l W 0.6 7.089 1.147 7.384 1.52 7.665 c 1 0 0 1 273.32471 354.7758 cm /CS0 66 0 R >> 2.085 0 l h 1.611 -1.141 l /CropBox [ 0 0 612 792 ] 0 g q -0.504 -0.746 -1.612 -1.074 -1.612 -0.191 c 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. -4.028 -4.368 -3.403 -4.551 -2.751 -4.551 c / /F1 54 0 R h -0.326 3.659 0.482 3.971 1.29 3.971 c -0.582 0.198 -1.007 0.313 -1.702 0.313 c 0.613 -0.333 l /Resources << /T1_2 29 0 R q -2.822 -1.659 0.482 -0.921 0.482 -3.559 c 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. /T1_0 34 0 R 0 0 m "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.". 1.383 -0.57 1.269 -0.55 1.155 -0.55 c /T1_3 80 0 R 0.699 0 l 4.44 -3.425 l Find a Standards Committee of interest. 0 0 m AWWA is the voice of water in the nation's capital. Q 1.688 0 l 0 0 m 468 0 l -2.295 -8.226 -1.707 -8.773 -1.106 -8.773 c << -0.238 -1.483 -0.039 -1.417 0.071 -1.369 c hydrostatic testing 3.389 -2.652 l 0.709 5.361 -0.283 5.148 -1.021 4.807 c 0.006 Tc q -1.503 -2.226 -4.807 -3.204 -4.807 -0.568 c 1 0 0 1 317.19679 350.7831 cm -1.107 -1.992 -1.355 -1.949 -1.588 -1.887 c >> -2.524 6.069 l 1 0 0 1 289.8315 356.3588 cm /GS1 gs 3.588 1.39 l 1 0 0 1 308.52049 371.5121 cm 0 0 m Q Installation of Ductile-Iron Water Mains and Their Appurtenances AWWA C600-05 and AWWA C605-05 1.03 TEST PRESSURES A. <> 0.049 Tc Q stream /Annots [ 18 0 R ] f Each AWWA Standard is developed by a dedicated volunteer committee and is subjected to a rigorous formal approval process. Fill the line at the lowest possible location while providing an air release at the highest location. Conditions not discussed. 8.821 -2.95 l (\037) Tj -2.283 -5.353 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 f 1.559 -1.308 1.496 -1.102 1.153 -1.005 c -0.471 0 l /GS2 gs 1 0 0 1 145.5631 671.0585 cm 0.603 -0.328 0.865 0.057 1.245 0.057 c Approved by American National Standards Institute Sept. 2, 2010. -0.007 Tw Q h /Contents 99 0 R 0.021 Tc << 2.139 1.284 m Q [ <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 1.901 3.46 l endobj -1.433 4.084 l /T1_3 94 0 R highway and railroad crossings 0.641 -1.462 l /Type /Page -1.29 1.617 -1.815 0.978 -1.815 -0.113 c 1 0 0 1 266.0005 357.77139 cm /Type /Page /GS3 63 0 R )\Jp!4EsR, 1.649 2.652 l 1.461 0 Td 2.248 -2.448 l /GS0 gs <> -0.471 0.465 l f 1.126 -8.152 0.01 -9.216 -1.148 -9.216 c 0.31 -6.646 m 1 0 0 1 227.5452 684.3746 cm 2.792 0.62 2.047 -1.787 2.016 -1.905 c The last two digitsindicatethe year itwas approved, withany applicablerevision information listed at the bottom. 0.63 -1.832 l 1 0 0 1 144.24471 688.50121 cm 0.31 -6.646 m -1.207 -0.247 -1.483 -0.024 -1.511 0.371 c 0 0 0 1 K There are currentlymore than 190AWWA Standards, and standards committees have produced more than 60AWWAManuals of Water SupplyPractices. 1 0 0 1 78 591.35091 cm q -0.207 -0.609 l Through 12 In. 0 g 0.604 -0.328 0.866 0.058 1.246 0.058 c q 0 0 m q -0.023 Tw 1.092 2.397 0.156 2.326 -0.567 1.971 c 37.179 0 Td The pressure is increased during each test. 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. 1 0 0 1 266.0005 347.81531 cm q /C2_0 39 0 R 0 0 m 0 0 m /Annots [ 18 0 R ] 0.626 -0.986 0.344 -1.267 0 -1.267 c 2.067 5.849 2.698 5.125 3.071 4.711 c >> These documents reflect the state of the industry. 4.27 9.186 4.869 8.817 5.097 8.595 c 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. /CS1 20 0 R 0 Tw 1.925 -1.773 l BT 1.801 -0.979 2.581 0.17 3.716 0.17 c h 1.603 -2.283 2.553 -1.829 2.992 -1.021 c q Q -6.382 -3.829 m Q 4.331 0 Td -1.924 -0.738 -1.024 0.443 0.051 0.443 c (This\040is\040a\040preview\040of\040\042AWWA\040C600\05510\042\056\040Click\040here\040to\040purchase\040the\040full\040version\040from\040the\040ANSI\040store\056) Tj 0.637 0 l %%EOF 1.383 -0.57 1.268 -0.551 1.155 -0.551 c Valves shall, not be operated in either the opening or closing direction at differential pressures, above the rated pressure. 1.05 -1.545 1.16 -1.521 1.226 -1.478 c 2.241 -0.638 1.787 -0.893 1.205 -0.893 c 5.049 -1.305 l Adobe InDesign CC 2017 (Windows) (Revision of ANSI/AWWA C600-10) AWWA Standard Installation of Ductile-Iron Mains and Their Appurtenances Effective date: July 1, 2017. 3.673 -1.22 3.29 -2.524 1.829 -2.524 c Cookie Preferences -1.815 -3.148 -0.411 -4.539 2 -4.539 c 0.794 -0.77 0.665 -0.328 0.665 0.076 c The hydrostatic test parameters must be clearly defined during the design phase and stated in the project specifications. 1 0 0 1 336.064 349.7348 cm -0.548 -7.222 -0.496 -7.325 -0.496 -7.458 c >> h q 1.611 -1.141 l 1.203 0.465 l Q ET 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. -0.907 1.745 -0.354 1.659 0.17 1.503 c q AWWA C600 January 1, 1993 [ <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 0.86 -1.83 1.179 -1.677 1.326 -1.407 c 0 -7.303 l ?QBe/ii)lM2@`rwL)W)B1C1x=Tlr[^h>-Tz#L0Y=-vn+^to^9Hy~bL1Ut0] -1.199 -2.688 -0.755 -3.19 -0.176 -3.722 c Q /Parent 1 0 R JRhas been with McWane Ductile for more than 30 years, starting on the ground floor. -1.986 -0.227 m /Contents 68 0 R h an adequate length away from valves and fi ttings in accordance with AWWA . f 10.111 -7.913 l /T1_3 85 0 R 1.245 -1.982 l /Resources << 4.254 -3.999 5.658 -2.325 5.658 -0.227 c 0 0 m 1.901 -1.645 1.901 -3.574 1.901 -4.623 c Q 1.706 -2.939 0.899 -3.604 0.103 -4.017 c -0.844 30.063 l /GS0 62 0 R 2.995 7.434 4.313 5.709 4.313 3.057 c 3.347 0 l /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] -1.158 -2.466 -0.062 1.787 -0.01 1.994 c h -0.972 -3.708 -0.91 -3.825 -0.941 -3.973 c 2.798 0.257 1.833 1.245 0.622 1.245 c 6.438 -3.333 l 0.765 1.565 1.788 3.19 2.564 3.19 c Privacy Policy Q -1.403 1.391 l h 0.019 Tc 1.44 0.039 l 377.597 384 m Q 4.127 -1.702 3.787 -1.645 3.446 -1.645 c 0 0 m 0.637 -1.141 l 1.9 0 l 0 3.462 l 1.49 -0.913 1.616 -0.662 1.616 -0.389 c Use of theStandard:Includes anyoptions oralternatives in the foreword. Q /T1_1 80 0 R 13.898 0 l 0 Tw -2.893 0 l 1.112 -2.02 0.965 -2.039 0.774 -2.039 c By becoming a member of volunteering with American Water Works Association you are showing your commitment to the water profession. W/{N\ldp6mi=\2+'/8`s32A^@V.D=0kgz1>:+.O~ MHX]iL"@HE.s L,mrd_tUqbNF7 /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] >> /T1_1 49 0 R h 2.512 5.607 l /Annots [ 18 0 R ] /Rotate 0 1.9 -1.645 1.9 -3.574 1.9 -4.623 c 1 0 0 1 269.7085 360.2191 cm The dial on the gauge must be in one psi increments. 1.901 -7.303 l /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] 0.161 -1.763 -0.347 -1.992 -0.865 -1.992 c 284.59 351.319 0.637 -0.608 re f >> -0.71 -3.425 l 6.049 -13.273 l /CropBox [ 0 0 612 792 ] >> [ <15> 6 <11> -4 <100f> -5 <1015> 1 (\033) -12 <10> -15 <12> ] TJ 2.933 0 Td 1 0 0 1 124.87289 700.60249 cm Q 2.085 0 l h Volume 29, Issue 3. 1.203 0 l 0 0 m /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] 0.665 0.441 0.865 0.803 1.278 0.803 c -1.096 -1.25 Td h /T1_1 1 Tf 1.776 -1.599 l 6.467 -1.305 6.311 -2.808 6.311 -3.758 c << 0.666 0.442 0.865 0.803 1.279 0.803 c 1 0 0 1 348.2222 356.95641 cm /T1_3 24 0 R S S /CropBox [ 0 0 612 792 ] /Font << f 2.562 0.808 2.005 1.298 1.278 1.298 c -2.467 0.27 -3.219 -0.666 -3.219 -2.042 c (\031) Tj 8.339 0 l h Understanding testing factors during design will enable the water professional to prepare for obstacles that may arise during the testing process. << f 0 0 m q f [ <1f8f8f8d0d> 15 <1011051990> 20 <9d191f89118d0f07040c191e04060f0d0c048a191d06040c05048d050e191c0c0e060f06880611191d118f0602197f01> 50 <197f16141602> ] TJ 1 0 0 1 366.19099 370.244 cm 1.44 0.038 l 1 0 0 1 93.561 710.6586 cm 1.996 0.057 2.248 -0.352 2.248 -0.903 c 32 0 0 32 258 531.8003 Tm Purchase print or pdf versions ofAWWA standards and manuals. 3.422 0.057 3.593 -0.356 3.593 -0.903 c -0.019 Tw /GS0 62 0 R -0.009 Tw -0.025 Tc Installing Ductile-Iron Mains 0 0 m 1.336 -1.407 l /Font << 43.39 0 Td /BleedBox [ 0 0 612 792 ] h 1.706 -2.939 0.899 -3.604 0.103 -4.017 c First edition approved by AWWA Board of Directors May 8, 1977. -2.269 -4.551 -1.503 -4.368 -1.503 -3.659 c q 1.293 3.317 l /URI (https\072\057\057webstore\056ansi\056org\057Standards\057AWWA\057AWWAC60010\077source\075preview) h 3.02 -1.021 l /Rotate 0 /ColorSpace << /Resources << Web awwa c600 pressure testing pdf download. -0.504 -0.747 -1.611 -1.075 -1.611 -0.19 c -1.745 0.023 -1.326 0.585 -0.561 0.585 c /MediaBox [ 0 0 612 792 ] h These procedures should not be applied for air-pressure testing because of the serious safety hazards involved with compressed air. 0.104 -1.802 -0.279 -1.788 -0.703 -1.788 c -7.239 16.887 l -1.799 -8.123 -1.809 -8.3 -1.727 -8.3 c T* Together, we are Building Iron Strong Utilities for Generations! Q 1.74 -3.318 l American Water Works Association has the resources and tools you need to progress as a water professional. 1.716 -1.659 l There is a great deal of thought, preparation, and attention to detail involved with hydrostatic testing. -0.34 0.157 -0.709 0.27 -1.291 0.27 c Practice patience. Thousands of utilities in North America and other countries, have adopted AWWA Standards as part of their processes and procedures. https://www.linkedin.com/in/jerry-regula-6a87b8138/, How to Use the McWane Ductile Iron Pipe Submittal Builder. h /Type /Page The American Water Works Association first published consensus documents in 1908. /Annots [ 18 0 R ] 0 -7.303 l q 1.911 -1.583 1.901 -1.412 1.897 -1.227 c 189 0 obj <>stream /TrimBox [ 0 0 612 792 ] -1.706 -1.418 l /Parent 1 0 R Q Q 0 0 m 0 g -48.679 -1.25 Td [ (\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 0 Tw /C2_0 1 Tf 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. 1.852 0 1.852 1.953 1.852 3.146 c 3.588 0 l 4.666 2.283 l 0 0 0 1 K 6.708 -7.304 l Approved by American National Standards Institute Feb. 14, 2017. 1 0 0 1 288.07761 355.2411 cm /T1_0 34 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. h h 0.956 -0.261 l 4.187 0.266 3.246 -1.034 1.809 -1.034 c /MediaBox [ 0 0 612 792 ] 3.801 -2.808 3.006 -3.148 2.084 -3.148 c /T1_2 1 Tf 0.162 -1.764 -0.347 -1.992 -0.865 -1.992 c /Font << >> 0.603 0 l 485 0 obj <>/Encrypt 470 0 R/Filter/FlateDecode/ID[<04A80A15CDD3184792EEFAD82944636F>]/Index[469 27]/Info 468 0 R/Length 82/Prev 74489/Root 471 0 R/Size 496/Type/XRef/W[1 2 1]>>stream 1.9 -6.254 l f Q 1.776 -1.599 l 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. 0.709 5.361 -0.283 5.148 -1.021 4.808 c h -0.352 0.57 -0.157 0.522 0.043 0.479 c Two to four psi is all that is required for an air test. 3.021 -1.021 l /ExtGState << Aw=g cN-k/{pq)MN###2&icaZ/xg=Jh.dqW^}x-K>z /F1 54 0 R The make-up water is measured and documented after each test. [ <16> -75 <16> -37 <02> -52 (\203) -60 <7f> -54 <17> -49 <0284> -32 (\216) -73 (\216) -33 (\204) ] TJ 4.41 -2.95 l 1.901 -3.403 l >> h q 0 -0.591 -0.403 -0.694 -0.507 -0.694 c 258 341.102 l Jerrys responsibility is to provide technical support for water professionals at all levels including engineers, private water companies, contractors, municipalities, and water districts. 0.736 -0.437 0.637 -0.936 0.637 -1.25 c /Type /Page 2 w >> /Annots [ 18 0 R ] f 0 15.616 l 1.611 -2.448 l 4.808 -2.51 4.793 -1.304 3.574 -1.304 c BT 1.44 0.039 l /BleedBox [ 0 0 612 792 ] /CropBox [ 0 0 612 792 ] -0.255 -5.829 -0.822 -5.899 -1.603 -5.899 c 0.956 -0.262 l /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] 4.326 -9.033 l 0.594 0 l -1.815 -3.148 -0.411 -4.539 2 -4.539 c 1 0 0 1 138.7002 667.5842 cm -1.511 0.808 m 4.127 -1.702 3.787 -1.645 3.446 -1.645 c DRAWN DESIGN DATE REV TRUCKEE MEADOWS WATER AUTHORITY 7/2011 2ND ENGINEERING & CONSTRUCTION STANDARDS
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