1.307 -0.832 1.279 -1.008 1.174 -1.146 c -0.352 0.57 -0.157 0.522 0.043 0.479 c 1.829 -0.993 l 0 -1.125 TD perform visual inspection or non-destructive testing requirements of this section. 0 0 m f >> 0.794 -0.77 0.666 -0.328 0.666 0.076 c -0.864 -4.231 0.391 -2.977 0.391 -1.428 c Attention to detail is of the utmost importance: Anyone who has searched for a leak will attest to the importance of proper installation. /Contents 79 0 R Q /BleedBox [ 0 0 612 792 ] /Annots [ 18 0 R ] 10.083 -7.913 l q What is Tuberculation and Why Did it Happen in Iron Pipe? 2.967 3.19 3.143 2.88 3.143 2.393 c >> /T1_2 49 0 R AWWA C600-17 Installation of Ductile-Iron Mains and Their - Store -1.745 0.023 -1.326 0.584 -0.561 0.584 c h From source to storage, from treatment to distribution, AWWA Standards cover the products and processes related toall areas of water treatment and supply. 24.092 -39.6 l 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 /Rotate 0 /T1_2 1 Tf 1 0 0 1 132.4744 685.90669 cm 1.559 -1.308 1.496 -1.102 1.153 -1.005 c /ExtGState << -0.92 -0.044 -0.765 0.561 -0.362 0.561 c 1.477 -0.76 1.477 -0.437 1.112 -0.437 c h /GS2 gs -3.219 -3.389 -2.581 -4.424 -1.248 -4.424 c /Contents 68 0 R Valves shall, not be operated in either the opening or closing direction at differential pressures, above the rated pressure. 4.58 7.901 4.383 8.729 3.463 8.729 c 1.246 -1.982 l -1.2 -2.688 -0.755 -3.19 -0.176 -3.722 c -0.006 Tw 5.049 -1.305 l -1.55 -1.364 l -2.467 0.27 -3.219 -0.666 -3.219 -2.042 c This Standard Describes Underground Installation And Pressure Testing Requirements For. 2.623 -9.898 l PDF PVC PIPE FIELD TESTING - MAXIMUM TEST PRESSURE - Uni-Bell q 0.298 -5.658 l 0 0 m 4.529 -9.033 l h << Q 0.6 7.089 1.147 7.384 1.52 7.665 c 1 0 0 1 115.188 669.4841 cm -0.71 -3.425 l -1.108 -1.992 -1.354 -1.949 -1.587 -1.887 c 1 0 obj 4.658 0 l /Annots [ 18 0 R ] Busting the Myth on Ductile Iron Pipe Lead Times, National Manufacturing Day to Launch Second Consecutive McWane Scholarship Program for Skilled Trades, McWane Ductile Announces $45 Million Dollar Investment, Expansion in Coshocton County, McWane Ductile Focuses on Capital Investments, Operational Efficiencies to Meet Demand Amid Supply-Constrained Market, California Transparency in Supply Chain Disclosure, Total overall difference from the low to highest elevations, Proper lubrication of gaskets and spigots, Proper alignment of joints during the homing process - "Straight is great! 1.776 -1.599 l q 1 0 0 1 210.1304 685.90669 cm >> -1.757 -7.975 l 1.739 -3.318 l 278.259 360.219 0.637 -2.448 re PDF Section 15044 Pressure Testing of Piping Part 1 - General h /Rotate 0 0.604 -0.328 0.865 0.058 1.246 0.058 c 0 0 m >> /GS0 62 0 R (100 mm Through 300 mm), AWWA Comment Period on ANSI/AWWA D104 - Automatically Controlled, Impressed-Current Cathodic Protection for the Interior Submerged Surfaces of Steel Water Storage Tanks, AWWA COMMENT PERIOD ON THE REVISIONS TO AWWA C219 Bolted Sleeve-Type Couplings for Plain-End Pipe. 0 0 m 1.901 -7.304 l /Font << /Rotate 0 h 2.931 6.343 4.072 5.481 4.466 4.352 c 12 0 obj 4.1.1.2 Test pressure shall not exceed pipe or thrust-restraint design pressures. 1.153 -0.993 l /BleedBox [ 0 0 612 792 ] /GS0 62 0 R 8.765 -9.898 l Cookie Preferences 16 0 obj 0.525 -0.894 0 -0.624 0 0 c [ <0f> 2 (\033) -26 (\031) -9 (\036) -4 <1d171b> -26 (\036) 15 <0e170d> -9 <0c> 16 <12> 2 (\031) -9 <1017> ] TJ 5.191 -9.898 l >> -1.985 -2.325 -0.582 -3.999 1.829 -3.999 c q . /F1 54 0 R 1 0 0 1 270.791 354.5668 cm -3.219 -3.389 -2.581 -4.425 -1.248 -4.425 c f /GS1 65 0 R >> /CS0 cs -1.675 0.576 -1.23 0.871 -0.765 0.871 c -0.001 Tw 13 0 obj >> examined carefully during the test. f default 1 0 0 1 306.67239 348.745 cm /Border [ 0 0 0 ] 0 0 m <0a10> Tj 1 0 0 1 78 591.35091 cm 0.29 1.049 0.692 1.167 0.993 1.167 c /T1_1 85 0 R 1 0 0 1 124.87289 700.60249 cm q -0.314 -2.205 l /Parent 1 0 R 0 0 m /MediaBox [ 0 0 612 792 ] 1.892 0 l /Im0 Do V. Verification includesmaterial tests and manufacturing processes to ensure product quality f (Revision of ANSI/AWWA C600-10) AWWA Standard Installation of Ductile-Iron Mains and Their Appurtenances Effective date: July 1, 2017. 0.626 -0.986 0.344 -1.267 0 -1.267 c /T1_2 29 0 R Installation of Ductile-Iron Water Mains and Their Appurtenances AWWA C600-05 and AWWA C605-05 1.03 TEST PRESSURES A. 1 0 0 1 93.561 710.6586 cm 3.957 -7.913 l /GS1 gs /BleedBox [ 0 0 612 792 ] 1.801 -0.979 2.581 0.17 3.716 0.17 c 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. Approved by American National Standards Institute Feb. 14, 2017. 1.477 -2.448 l First edition approved by AWWA Board of Directors May 8, 1977. 1.901 -1.645 1.901 -3.574 1.901 -4.623 c Ri pu>,s(^ FIRc;ZS"]MN??$WQ?RPNhNN!7ofGyvj81k9FM&tlrV^$~>c+o%d -1.403 1.391 l (\031) Tj /MediaBox [ 0 0 612 792 ] The bride responds, "That's the way mom did it." Q 0 Tc Installation of Ductile-Iron Mains and Their Appurtenances Q >> -0.504 -0.746 -1.611 -1.074 -1.611 -0.191 c 0 0 m -45.753 72.173 Td 3.716 -5.913 l 0 0 m endstream Engineering professionals often include on-site training by the manufacturer in the project specification to ensure training is completed. 1.773 0 l 258 384 l 4.27 9.186 4.869 8.817 5.097 8.595 c Q q h -1.344 -4.726 -1.996 -5.362 -2.646 -5.362 c AWWA C600 is a standard for pressure testing of municipal water systems. -1.924 -0.738 -1.024 0.443 0.051 0.443 c f h h q (1.079 L/day/km/mm) of nominal diameter at a, Do not sell or share my personal information. h q 4.779 -2.113 l 1.477 -0.988 l -1.303 0.384 -1.623 0.074 -1.943 -0.606 c !G,N )M$b9s/!J(Af2dR8|VhZ9B4,'DVBBe BfcF~6J;82[PF-dJiX(I] !3Czz?~ZZ:rY~2nELIwM^cZzV`t=!MBfY fCRf6FH\1V)8VK?l>S>!nm^fXx{='T5[cW\C;XN5Y+J=t`g eSH$4)HoU{B6a{PRlD?xDlDpD~ .Jaz';uA2WO{ E#-G:*X^9BLs.le>i75? h 0.603 -0.328 0.865 0.057 1.245 0.057 c H{\O.j\J7Sv%J a0tOH=LRbl YQ_hm -]}I-Y\ >>^JTj [ <0b> -10 <0a> 15 <0a> 17 <14> -17 <10> -21 <1c121e> -1 (\033) -28 (\036) 13 <13> -7 <12> -14 (\035) ] TJ 3 0 obj -1.706 -1.418 l Q f 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. 0.01 Tw q /Type /Page 1.852 4.186 1.7 5.835 0.19 5.835 c q 1.05 -1.545 1.16 -1.521 1.226 -1.478 c Installations that require special attention, techniques, and. -0.76 -1.526 -0.504 -1.464 -0.504 -1.227 c << Copyright 2023 McWane Ductile. 284.59 351.319 0.637 -0.608 re 2.411 3.972 2.936 3.574 2.936 2.397 c Includes Considering the allowable make-up water may alleviate this issue. -1.251 0.086 -0.446 0.954 0.617 0.954 c The make-up water is measured and documented after each test. -2.233 -9.216 -3.081 -8.404 -3.081 -6.985 c 0.1 -1.896 l 2.522 8.729 2.067 7.857 2.067 6.838 c Pages 11-11. 0 1.16 l -1.207 -0.247 -1.483 -0.024 -1.511 0.371 c -0.589 1.383 -0.446 1.117 -0.428 0.808 c f 0 0 m -2.595 -9.083 l But wait, you have not pressurized the line. 10.21 0.17 10.721 -1.064 10.721 -2.694 c endobj /C2_0 39 0 R /CropBox [ 0 0 612 792 ] /T1_3 80 0 R 0.072 -4.829 -0.517 -5.066 -0.951 -5.066 c 4.187 0.266 3.246 -1.034 1.809 -1.034 c C600-17 Installation of Ductile-Iron Mains and Their Appurtenances /Type /XObject /Type /Page It is good practice to allow the system to stabilize at the. 2.936 0.694 2.851 0.17 2.539 -0.241 c f -1.026 1.903 -1.845 3.848 -2.398 5.659 c f /BleedBox [ 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. 1.44 0.039 l 2.512 5.607 l /GS2 63 0 R 0.031 -0.03 l 1.307 -0.832 1.279 -1.007 1.174 -1.145 c 1.327 -2.652 l 3.035 -1.247 3.035 -1.73 3.106 -2.113 c /Pages 1 0 R 1.336 -1.407 l Complimentary on-site training services are provided upon request by McWane Ductile product engineers or sales representatives to ensure installation crews are empowered with the knowledge to complete the process. Q HWN$7 -0.631 0 -1.199 -0.709 -1.199 -1.817 c 1.896 -0.333 1.768 -0.77 1.279 -0.77 c q 1.147 -2.54 1.179 -2.437 1.396 -1.698 c /F1 54 0 R 4.666 4.439 3.744 5.361 1.518 5.361 c 2.937 -3.318 l 1.459 0 l 3.389 -2.652 l -2.283 -1.599 l /Resources << 2.248 -2.448 l /TT0 60 0 R 0 0 m h 8 0 obj ANSI/AWWA C600 Installation Guide for Ductile-Iron Mains and Their Appurtenances. 1.52 7.089 1.344 6.395 1.22 5.804 c PDF HYDROSTATIC TESTING OF WATER MAINS - Whitinsville Water Company 0 -7.304 l -1.108 -1.992 -1.355 -1.949 -1.587 -1.887 c -3.999 -5.899 -5.204 -4.268 -5.204 -2.042 c q f 0 1.16 l 4 M If there is a conflict between the two the more conservative shall apply. 0 0 m q Installing Ductile-Iron Mains 0 0 m /Type /Page /C2_0 39 0 R 3.02 -1.021 l 3.153 -1.152 3.174 -1.27 3.174 -1.389 c /F1 54 0 R /TrimBox [ 0 0 612 792 ] >> 0.553 -1.56 l /BleedBox [ 0 0 612 792 ] 2.329 -0.665 l 2.41 3.971 2.935 3.574 2.935 2.397 c 468 0 l /Resources << Cover: Includestheabbreviation for thestandard name in the upper righthand corner. -0.021 Tw -2.212 0.313 -2.822 0.128 -2.822 -0.496 c >> /F1 54 0 R 1.688 -1.659 l Adobe InDesign CC 2017 (Windows) 37.179 0 Td /GS2 64 0 R Work smart, work hard, and work safe! /F1 54 0 R 278.967 351.319 0.637 -0.608 re 12 -39.6 l /ProcSet [ /PDF /ImageI /Text /ImageC /ImageB ] h 32 0 0 32 258 531.8003 Tm 5.957 0.17 6.708 -1.049 6.708 -2.694 c -1.612 0.337 -1.15 0.57 -0.651 0.57 c /Subtype /Image 0 0 m 1.827 -9.033 l 0 0 m 1.901 0 l /GS3 63 0 R The purpose of this standard is to provide the minimum requirements for fusion-bonded epoxy coatings and linings for steel water pipelines and fittings, including materials, application, and testing. 0 -7.303 l 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. 1.302 -0.863 0.793 -0.863 0.628 -0.863 c f >> q Jerry Regula, "JR" is a product engineer with McWane Ductile. (\030\034) Tj The same information may also be obtained in seconds via the McWane Ductile Pocket Engineer. 2.139 1.284 m 0 0 m VI. 0.012 Tc 0 0 m /T1_4 80 0 R n 0.86 -1.83 1.178 -1.678 1.326 -1.407 c 1.901 -4.027 2.07 -4.609 2.794 -4.609 c -1.271 -4.046 -1.271 -3.929 -1.344 -3.929 c /Type /Page q q 2.994 7.434 4.313 5.709 4.313 3.057 c <> Prime the pump to remove all air prior to engagement with the line. The water supply container must be marked at the water level to assist with calculating the make-up water. [ <9102> -38 <04> -33 (\221) -74 (\221) -41 <04> -28 <02> -21 <0d> -39 (\215) -52 (\222) ] TJ 0.823 -6.084 0 -5.162 0 -3.715 c endobj -0.01 Tc -0.941 -2.422 -1.013 -2.895 -1.013 -3.485 c The test pressure measured at the point of highest pressure (lowest elevation) shall not be less than 150% times the anticipated maximum working pressure The Handbook of PVC Pipe provides the same upper-end value: A test pressure of 50% above normal operating pressure is generally sucient. ; 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. >> /CropBox [ 0 0 612 792 ] Section 330505.31 - Hydrostatic Testing - Cfpua The design engineer and owner anticipate news of a tight line, ready to serve hundreds or thousands of customers, or provide water to a new facility where a multitude of neighbors may find employment. 4.44 -3.425 l >> /Type /Page 0 0 0 1 K 0 -2.448 l h /ColorSpace << 1 0 0 1 78 622.85091 cm f /Annots [ 18 0 R ] Q -0.304 0.585 -0.119 0.556 0.057 0.504 c BT 2.935 0.695 2.85 0.17 2.538 -0.241 c n mn >*[X;J6 } 0.353 0 0.626 -0.291 0.626 -0.634 c 11.969 0 l -1.341 -1.977 -1.745 -1.431 -1.745 -0.685 c 1.202 0.465 l This edition approved June 6, 1993. -0.025 Tc 1 0 0 1 138.7002 667.5842 cm 1 0 0 1 271.1812 368.51601 cm /GS2 gs -0.249 -1.182 -0.155 -1.33 0.372 -1.418 c Q 1.05 -1.545 1.159 -1.522 1.227 -1.478 c << 0 -7.303 l 4.529 -4.859 l Her husband does not understand why she is cooking a 5-pound turkey in a 10-pound pot. 6.708 -7.304 l /CS1 20 0 R 1.892 -1.046 1.887 -0.861 1.887 -0.613 c 1.827 -3.997 l Q Q R`aRRpYk}9As\wq:]~%&OZWT 4/2ppZ~'OXjspOSQ hStk+xFUu;WAY[U'@ GXT ]FYHIUjr9! -0.007 Tw 0.023 -0.32 l f Can the AWWA M41 Manual Really Fit in Your Pocket? MINIMUM INSTALLATION AND TESTING REQUIREMENTS Date: June 23, 2010 Date Last Issued: January, 2004 Date First Issued: Prior to 1990 . 0 Tw 1.887 0.423 1.578 0.732 0.832 0.732 c T* Documentsincludes anyreferenced papers -0.709 -4.425 -0.113 -4.226 0.213 -4.084 c h /CS0 66 0 R 1 0 0 1 187.5118 688.50121 cm f /T1_0 34 0 R 1.852 4.186 1.7 5.835 0.19 5.835 c Section 600 - Water Distribution System - Apex, NC 2.61 0 l /F1 54 0 R 6.048 -13.273 l q /Font << [ <16> -11 (\033) -22 (\032) -3 <13> -12 <14> -6 (\034) -8 <150d1a> -1 <15> -8 <1e0d0c> 48 <0f> -24 (\032) -1 <14> -4 <1514> -4 <15> -5 <0b> ] TJ 172.559 28 266.883 8 re 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 h -0.124 0.561 0 0.325 0 0 c /Rotate 0 q 0.001 -0.704 l 0 0 m /ColorSpace << >> /Filter /FlateDecode 1.644 0.281 m First edition approved by AWWA Board of Directors May 8, 1977.This edition approved Jan. 14, 2017. /Rect [ 21.6 756 597.6 792 ] 0 0 m 3.319 -6.025 2.879 -6.083 2.312 -6.083 c -1.816 -1.503 -0.554 -2.283 0.738 -2.283 c /Resources << /GS0 62 0 R f S 10 0 0 10 450.4713 730.5001 Tm -0.651 -7.887 -1.716 -9.216 -2.429 -9.216 c Her response, "That was the only pot I had!". Q 0.972 -0.664 0.62 0 0 0 c 3.957 -7.913 l h -1.29 1.617 -1.815 0.978 -1.815 -0.113 c /BleedBox [ 0 0 612 792 ] /Contents 100 0 R 3.673 -1.22 3.29 -2.524 1.829 -2.524 c 2.936 1.263 l /CS0 66 0 R (+V?Q:Z)B^PMkg\yp^.qV0Biw4B1-15x@P[WYD53"; 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. /Subtype /Link 1 0 0 1 166.1125 684.5168 cm %PDF-1.3 0.646 -2.377 l The test pump is to be connected at the lowest point of the line. 0.323 -0.689 0.746 -0.642 1.031 -0.642 c /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] j@z*f)-=eG@d`\Cpht4sA sg7.r{.d`@%,/!|Fy 8{ 0.637 -0.55 0.637 -1.197 0.637 -1.549 c 0.254 0 l -4.623 -4.07 l >> 0 1.391 l 0 0 m -0.305 0.584 -0.119 0.556 0.057 0.504 c q f f 13.8 TL >> 1.126 0 Td W/{N\ldp6mi=\2+'/8`s32A^@V.D=0kgz1>:+.O~ MHX]iL"@HE.s L,mrd_tUqbNF7 0.556 1.298 0 0.808 0 0 c << 1.706 -2.939 0.899 -3.604 0.103 -4.017 c h [ (\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 14 0 obj /T1_0 1 Tf /GS2 gs q 2.956 -0.76 2.956 -0.437 2.59 -0.437 c -0.255 -5.828 -0.822 -5.9 -1.602 -5.9 c h 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". 1.801 -1.021 l 0.229 -0.609 0.059 -0.609 0.003 -0.609 c /Contents 92 0 R 1.126 -8.152 0.01 -9.216 -1.148 -9.216 c /ColorSpace << -0.284 6.069 l -0.482 5.607 m -1.079 -1.136 -0.865 -1.483 -0.418 -1.483 c 4.149 0.165 3.527 -0.634 2.639 -0.964 c 0.006 Tc q /T1_1 74 0 R f q 0 2.004 l %%EOF }K ^5azrXq* HE+3X ? m:eVRw~XK+UbMWr1sMgG&o~y$PPz:0NeRdi*YO]HRT,dYVur23HU45xUp 396.0011 0 0 396.0011 -7.2004 17.8199 Tm /GS0 62 0 R 0.103 -1.802 -0.279 -1.788 -0.703 -1.788 c <0e1e> Tj -2.524 6.069 l -0.827 0.09 -1.079 -0.223 -1.079 -0.685 c 0.622 -1.148 l -1.566 -2.131 -0.6 -3.118 0.622 -3.118 c 6.356 0 l h 133.566 671.059 1.9 -7.304 re As new technologies emerge, new standards are developed. -1.51 5.138 -0.152 6.343 1.408 6.343 c 1.975 -2.053 1.964 -2.186 2.037 -2.186 c /TT0 60 0 R -3.304 -5.942 -4.041 -5.814 -4.736 -5.629 c -0.504 -0.747 -1.611 -1.075 -1.611 -0.19 c 1 0 0 1 172.3522 682.9713 cm Water temperature is not typically a huge factor during hydrostatic testing but must be considered at times. -2.212 0.312 -2.822 0.128 -2.822 -0.496 c 0 0 m 1.593 -2.102 1.593 -2.05 1.57 -1.628 c 1.852 0 1.852 1.953 1.852 3.146 c /GS2 gs 4.992 0.17 5.715 -0.213 6.126 -1.12 c 1 0 0 1 342.3291 356.95641 cm 3.077 2.17 3.673 1.12 3.673 0 c h /T1_0 34 0 R /GS2 gs 0 Tw AWWA C600-10 Installation of Ductile-Iron Mains and Their - Store -0.207 -0.32 m 0.689 0 l 2.426 -0.157 3.234 0.17 4.226 0.17 c >> /Contents 99 0 R /T1_2 80 0 R q [ (Copyright\040) -1 (\251\0402011\040American\040Water\040Works\040Association\056\040All\040Rights\040Reserved\056) ] TJ /GS2 63 0 R Q Effective Date: April 12, 2022 . /T1_2 1 Tf -2.12 -0.247 -1.649 -0.713 -0.841 -0.713 c S /T1_3 24 0 R << 1.801 0 l 4.012 0 l Let's be perfectly clear: An air test is absolutely not the same as a hydro test. /GS1 65 0 R f 0 5.835 l /T1_1 55 0 R -3.081 -6.985 m 0 14.772 l 2.056 -1.305 1.9 -2.808 1.9 -3.758 c 2.131 -3.425 l 1.246 -2.211 l /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] /T1_1 34 0 R Website Terms of Use WKZTxNd/_" .;AP*G PDF C600-17 Installation of Ductile-Iron Mains and Their Appurtenances 0 0 m /T1_5 109 0 R 377.193 341.924 -118.386 41.253 re 2.091 -1.265 2.561 -0.704 2.561 0 c 1.112 -2.02 0.965 -2.039 0.774 -2.039 c Think about it, you have installed a water line - test with water. 0.96 0.96 0.96 rg 1.076 0 Td 1 0 0 1 123.3138 684.3322 cm 2.651 3.59 l 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 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. /Type /Page 0.731 -0.234 0.408 0.098 0.001 0.098 c 3.588 0 l /Resources << /CropBox [ 0 0 612 792 ] /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] The Contractor shall submit a test report which includes the following 3.347 0 l 0 -7.303 l AWWA C600-17 (Print+PDF) Installation of Ductile Iron Water Mains and Awwa C600 Testing Requirements Pdf /ColorSpace << Q True 1 0 0 1 0 684 cm -1.923 -0.738 -1.023 0.443 0.052 0.443 c 6.438 -3.333 l There are currentlymore than 190AWWA Standards, and standards committees have produced more than 60AWWAManuals of Water SupplyPractices. 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. -1.076 -1.25 Td h 0 -2.205 l 0.98 0.76 l h -0.085 -1.953 -0.276 -1.978 -0.538 -1.978 c Approved by American National Standards Institute Sept. 2, 2010. 0.181 1.226 -0.076 1.849 -0.984 1.849 c -0.317 -1.599 l q /T1_2 80 0 R -0.237 -0.133 -0.504 -0.247 -0.813 -0.247 c /Contents 17 0 R /CS0 66 0 R h -0.351 -1.267 -0.626 -0.979 -0.626 -0.634 c -2.212 0.313 -2.822 0.128 -2.822 -0.496 c /GS2 gs After all the air has been, expelled, the corporation cocks shall be closed and the test pressure applied. /CropBox [ 0 0 612 792 ] 0 -2.448 l /Type /Action 0.553 -1.56 l Q 0.594 0 l /MediaBox [ 0 0 612 792 ] 6.262 11.88 274.426 274.027 re -1.049 1.702 -0.468 1.56 0.128 1.433 c Q MAXIMUM TEST PRESSURE = PIPE'S PRESSURE CLASS Q 0 0 m -0.964 3.177 m 0 0 m PDF Installation of Ductile-Iron Mains and Their Appurtenances BT 0 0 m 4.504 -4.859 l /Type /Page /Type /Annot 0.292 -0.625 0.335 -0.542 0.335 -0.45 c 0.641 -1.462 l 4 M -1.199 -2.688 -0.755 -3.19 -0.176 -3.722 c 1 0 0 1 265.99561 356.11169 cm -0.483 5.607 m /T1_0 34 0 R 0.736 -0.437 0.637 -0.936 0.637 -1.25 c highway and railroad crossings 1 0 0 1 271.17239 349.7504 cm /Contents 93 0 R 4.1.1.3 The hydrostatic test shall be of at least a 2-h duration. Find a Standards Committee of interest. Hydro testing a new water line essentially begins during the design phase. -0.471 0.465 l Q 1 0 0 1 109.1611 685.90669 cm 0.023 Tc 0.556 1.298 0 0.808 0 0 c Q 1.407 -1.118 l /Annots [ 18 0 R ] 0.403 -3.367 0.972 -2.658 0.972 -1.565 c 0 -1.744 1.849 -2.12 1.264 -2.12 0.556 c 4.68 0.056 4.666 0.61 4.666 1.347 c 1 0 0 1 323.9854 372.07069 cm 2 w -0.002 Tc 3.602 -3.829 l /T1_0 1 Tf 1.83 -0.993 l /CS0 66 0 R 0.104 0 0.024 0 scn h 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. -0.207 -1.058 l 0 1.121 1.262 1.262 2.113 1.262 c subsqueous Crossings h Q 0 1.121 1.262 1.263 2.113 1.263 c /BleedBox [ 0 0 612 792 ] 2.426 -0.156 3.234 0.171 4.226 0.171 c /C2_0 39 0 R Q AWWA can help utility managers, engineers, operators and more continue to improve their professional development. 1.131 0.266 1.307 0.133 1.307 -0.261 c 1.44 0.038 l 1.706 -2.939 0.899 -3.604 0.103 -4.017 c 0.248 1.787 0.352 1.787 0.403 1.684 c 2.562 0.808 2.005 1.298 1.279 1.298 c Q /C2_0 39 0 R 18.046 -39.6 l << Testing 607 Repair and Abandonment . /TrimBox [ 0 0 612 792 ] 0.181 1.227 -0.076 1.849 -0.984 1.849 c f 0 0 0 1 K -2.12 -0.247 -1.649 -0.713 -0.841 -0.713 c

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