4.666 2.283 l /Resources << Crews have worked through inclement weather. 0 0 m -0.049 Tw endstream endobj startxref /S /URI 15 0 obj completely from the section of piping under test. /Im0 19 0 R Three hydro tests are conducted with each having the same time intervals. q 1.117 3.679 l Body of the Standard: Includessix sections: I. 13.898 0 l 6.778 -10.636 l Q /ExtGState << /F1 54 0 R 0.32 5.08 l /CropBox [ 0 0 612 792 ] The Council has grown from five to 24 members, with nearly 1,600 volunteer subject matter experts serving on 72 committees. -5.871 -1 Td 1.076 0 Td 4.011 0 l n 0.699 0 l 2.522 8.729 2.067 7.857 2.067 6.838 c 5.658 2.184 3.999 3.644 1.829 3.644 c /Type /Annot >> /T1_3 85 0 R -1.745 0.023 -1.326 0.584 -0.561 0.584 c 189 0 obj <>stream 0 3.462 l 10.083 -7.913 l -4.808 1.007 -3.432 1.702 -1.943 1.702 c Q 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. 258 341.102 l Q Q 0 0 m Cover: Includestheabbreviation for thestandard name in the upper righthand corner. 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Sitemap The make-up water is measured and documented after each test. In a continuous effort to make your job easier, we have developed an online submittal builder to quickly and neatly package your personalized presentation. 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Q 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. Practice patience. 1.092 2.397 0.156 2.326 -0.567 1.971 c /T1_1 85 0 R 3.021 -4.539 3.815 -4.34 4.509 -3.957 c Direct any of your questions related to technical and operational information to our Engineering & Technical Services Department. 0.575 -0.555 l >> Each AWWA Standard is developed by a dedicated volunteer committee and is subjected to a rigorous formal approval process. Q 4.736 -1.545 4.708 -1.035 4.693 -0.482 c 0.214 0.162 0.485 0.266 0.756 0.266 c f Q 1.147 -2.54 1.179 -2.437 1.396 -1.698 c /GS2 gs /Font << /T1_1 1 Tf 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. 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. 0.085 0.978 0.624 1.716 1.687 1.716 c q f /T1_0 34 0 R Installations that require special attention, techniques, and. 6.262 11.88 274.426 274.027 re [ <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 0.31 -5.509 -0.269 -4.829 -0.847 -4.342 c 0.685 0 l ANSI/AWWA C600 Installation Guide for Ductile-Iron Mains and Their Appurtenances. 2 0 obj 1.688 0 l Location: Water transmission lines s hall be located and sized in accordance . 3.153 -1.152 3.174 -1.27 3.174 -1.389 c /ProcSet [ /PDF /ImageI /Text /ImageC /ImageB ] 1.871 4.445 1.334 5.332 1.334 6.395 c 0 -1.446 l -0.109 -0.522 -0.285 -0.736 -0.285 -1.103 c 0.323 -1.065 m 6.438 -3.333 l -0.972 -3.708 -0.91 -3.825 -0.941 -3.973 c 0.001 Tc 1.34 -1.483 1.34 -1.645 1.364 -1.773 c h 0 0 0 1 K 1.801 -0.979 2.581 0.17 3.716 0.17 c /TrimBox [ 0 0 612 792 ] 0 15.616 l AWWA is the voice of water in the nation's capital. -1.29 1.617 -1.816 0.978 -1.816 -0.113 c -6.382 -3.829 m -7.239 16.887 l 0.96 0.96 0.96 rg 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". >> Q Fromdesign to installation, we take great pride in providing education and trainingto water professionals throughout the water and waste water industry. 2.512 5.607 l 1.461 0 Td /GS1 65 0 R Q 1.925 -1.773 l General B. >> 0 0 m 1 0 0 1 178.9321 685.90669 cm /MediaBox [ 0 0 612 792 ] % -1.55 -8.3 -1.003 -7.783 -0.651 -7.207 c -0.828 0.09 -1.079 -0.224 -1.079 -0.685 c 0.626 -0.986 0.344 -1.267 0 -1.267 c 2.623 -9.898 l 0.665 0.441 0.865 0.803 1.278 0.803 c /ColorSpace << /BleedBox [ 0 0 612 792 ] -0.317 -1.599 l 0.013 Tc << /ColorSpace << 1.901 3.461 l II). f endobj /C2_0 39 0 R /GS2 gs << 0 Tc 3.588 0 l 1.654 7.591 l /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] 0 0 m /ColorSpace << >> 0.323 -0.689 0.746 -0.642 1.031 -0.642 c 1 0 0 1 159.51871 680.71609 cm -2.12 -0.247 -1.649 -0.713 -0.841 -0.713 c S 0 0 m [ (Copyright\040) -1 (\251\0402011\040American\040Water\040Works\040Association\056\040All\040Rights\040Reserved\056) ] TJ f Installation of Ductile-Iron Mains and Their Appurtenances 0.794 -0.77 0.666 -0.328 0.666 0.076 c q 258 384 l 5.049 1.248 4.283 3.105 1.574 3.105 c 1.327 -2.652 l 2.044 3.318 l 3.379 -2.652 l 1.131 0.266 1.307 0.133 1.307 -0.262 c q /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] (This\040is\040a\040preview\040of\040\042AWWA\040C600\05510\042\056\040Click\040here\040to\040purchase\040the\040full\040version\040from\040the\040ANSI\040store\056) Tj 0.907 -3.148 0.085 -2.482 0 -1.305 c 1.074 -1.278 0.922 -1.364 0.728 -1.364 c -0.285 -1.568 0.138 -1.83 0.57 -1.83 c 114.677 689.055 1.901 -1.816 re 1 0 0 1 349.4077 372.07069 cm 1 0 0 1 128.63091 669.668 cm 0.444 0 l BT f [ <0f> 2 (\033) -26 (\031) -9 (\036) -4 <1d171b> -26 (\036) 15 <0e170d> -9 <0c> 16 <12> 2 (\031) -9 <1017> ] TJ -1.675 0.576 -1.23 0.871 -0.765 0.871 c -0.326 3.644 -1.986 2.184 -1.986 -0.227 c >> >> 2.212 -2.186 2.708 -1.698 3.008 -1.182 c 0.666 0.076 m h 5.191 -9.898 l PDF Installation of Ductile- Iron Mains and Their Appurtenances /GS2 gs 1.901 -3.404 l -1.851 -4.623 -1.468 -4.239 -1.075 -3.722 c 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 -1.207 -0.247 -1.483 -0.024 -1.511 0.371 c /GS2 gs The water supply container must be marked at the water level to assist with calculating the make-up water. General Provisions in Section 0200 for further requirements. 1.659 2.652 l 0 0 m -0.352 0.57 -0.157 0.522 0.043 0.479 c 0 Tc /Type /Page 0.956 -0.261 l (\031\202) Tj /T1_2 85 0 R (\030\034) Tj Hydrostatic Testing Awwa 600 | PDF | Pressure | Litre - Scribd -0.013 Tw h h 4.41 -2.269 4.41 -1.305 3.318 -1.305 c /ColorSpace << 0 -1.148 l /C2_0 39 0 R American Water Works Association works closely with government officials on policy and advocacy in the water industry. 0 -1.125 TD 0 0 m 85.92 0 0 58.31999 257.28152 276.09309 cm endstream 1.9 -7.303 l 0.001 -0.704 l W 3.957 -7.913 l -0.907 1.745 -0.354 1.659 0.17 1.503 c 0 Tw /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] 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. /GS1 65 0 R 0 -2.448 l /T1_1 49 0 R /Height 122 >> Internal pressure will decrease as water temperatures decrease-to the point when the fluid begins to freeze, which then creates a substantial issue. 2.131 -3.425 l 1 0 0 1 210.1304 685.90669 cm (\031) Tj AWWA C600-17 (Print+PDF) Installation of Ductile Iron Water Mains and 0 0 m 1 0 0 1 103.30409 667.5842 cm Q Privacy Policy 2.091 -1.265 2.561 -0.704 2.561 0 c /T1_4 49 0 R 2.396 -0.128 3.261 0.17 3.971 0.17 c /ColorSpace << /F1 54 0 R /T1_2 49 0 R 1 0 0 1 293.9146 354.72839 cm -0.326 3.645 -1.985 2.183 -1.985 -0.227 c h 1.307 -0.832 1.278 -1.007 1.174 -1.145 c 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. q 2.561 0.808 2.006 1.297 1.279 1.297 c 1.477 -0.988 l 0 0 m HyTW/B(^ !DQJ*(BD,B]U"(""eZ+2[z k]P 37.179 0 Td 0 0 m 0.765 1.565 1.788 3.19 2.564 3.19 c -0.255 -5.829 -0.822 -5.899 -1.603 -5.899 c >> /MediaBox [ 0 0 612 792 ] -2.283 3.679 m -0.351 -1.267 -0.626 -0.979 -0.626 -0.634 c 10 0 0 10 450.4713 730.5001 Tm 11.316 -9.898 l 4 M /Contents 90 0 R -1.757 -7.975 l -0.827 0.09 -1.079 -0.223 -1.079 -0.685 c /A << 4.326 -9.033 l Q 0.29 1.049 0.692 1.167 0.993 1.167 c 0 0 m /TT0 60 0 R 0 0 m /T1_0 1 Tf -1.986 -0.227 m >> /T1_2 80 0 R from application/x-indesign to application/pdf 0.637 -0.551 0.637 -1.197 0.637 -1.549 c 2 w 1.307 -0.642 l -0.325 3.659 0.483 3.972 1.291 3.972 c 4.255 -3.999 5.659 -2.325 5.659 -0.227 c 1.886 2.397 l 1.801 -0.979 2.581 0.17 3.716 0.17 c 0.69 -0.262 0.376 -0.285 0.133 -0.403 c 0.001 0.098 m 0.665 0.441 0.865 0.803 1.279 0.803 c T* W 0.482 -5.262 -1.035 -5.942 -2.581 -5.942 c W/{N\ldp6mi=\2+'/8`s32A^@V.D=0kgz1>:+.O~ MHX]iL"@HE.s L,mrd_tUqbNF7 -1.483 1.136 -1.302 1.383 -0.946 1.383 c 0.31 -6.646 m 18.046 -39.6 l << -6.382 -3.83 m 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. 0 0 m q -3.081 -6.985 m R`aRRpYk}9As\wq:]~%&OZWT 4/2ppZ~'OXjspOSQ hStk+xFUu;WAY[U'@ GXT ]FYHIUjr9! /Resources << (\031) Tj 4.297 -1.801 l 0.32 5.08 l -0.471 0 l xmp.did:1c4714f5-eb15-8f40-9b40-cde12344e46e endobj -0.499 -0.713 -0.233 -0.646 0 -0.518 c 2.091 -1.264 2.562 -0.703 2.562 0 c 0 0 m S First edition approved by AWWA Board of Directors May 8, 1977.This edition approved June 20, 2010. >> 2.241 -0.638 1.787 -0.893 1.205 -0.893 c <>/XObject<>/ProcSet[/PDF/Text/ImageB/ImageC/ImageI] >>/MediaBox[ 0 0 612 792] /Contents 4 0 R/Group<>/Tabs/S/StructParents 0>> /C2_0 39 0 R /Contents 68 0 R 1 0 0 1 93.561 710.6586 cm h 69.124 14.772 l 4.736 -1.546 4.708 -1.035 4.694 -0.483 c 4 M 0 0 m Approved by American National Standards Institute Feb. 9, 1994. /Subtype /Image -1.571 -5.066 -1.789 -4.238 -1.789 -3.515 c -0.761 -1.526 -0.504 -1.464 -0.504 -1.226 c 1.593 -2.102 1.593 -2.05 1.57 -1.628 c >> Q Q 3.716 -5.913 l 4.127 -1.702 3.787 -1.645 3.446 -1.645 c 1 0 0 1 144.24471 688.50121 cm -0.465 -3.131 l 1.897 -0.333 1.768 -0.77 1.279 -0.77 c 4.023 -13.273 l -0.002 Tc 4-1 Performance test on 36-in. 1.611 -1.141 l 85% found this document useful (13 votes), 85% found this document useful, Mark this document as useful, 15% found this document not useful, Mark this document as not useful, Save Hydrostatic Testing Awwa 600 For Later. 0 14.772 l 1.716 -1.659 l 8 0 0 8 172.5585 29.684 Tm 0.603 -0.328 0.865 0.057 1.245 0.057 c 0.323 -0.689 0.747 -0.642 1.032 -0.642 c VpWf1q[tRJkG%`>npBXZg[k/h"7/Eba[ -, Nv
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