awwa c600 testing requirements pdf awwa c600 testing requirements pdf

-1.29 1.617 -1.816 0.978 -1.816 -0.113 c Unexpected rock was found, which slowed progress but did not stop installation of the pipe. -1.511 0.808 m 1.81 -3.118 2.798 -2.148 2.798 -0.937 c 0.594 -0.342 l 1.896 -0.333 1.768 -0.77 1.278 -0.77 c 1.911 -1.583 1.901 -1.412 1.897 -1.226 c 78 663.585 150.026 74.415 re >> h /C2_0 39 0 R 5.957 0.171 6.708 -1.049 6.708 -2.694 c 4.1.1.2 Test pressure shall not exceed pipe or thrust-restraint design pressures. -1.323 -4.209 m BT 0.214 0.162 0.485 0.266 0.756 0.266 c It is important to isolate the new line for pressure testing as well as allowing the new line to be properly chlorinated and bacteria tested prior to connection with a service line. 0.104 0 0.024 0 scn Understanding testing factors during design will enable the water professional to prepare for obstacles that may arise during the testing process. 1.245 -1.982 l /T1_1 85 0 R f /GS0 62 0 R 6.046 0 l 0 Tc 0.214 0.162 0.485 0.266 0.756 0.266 c 0.604 -0.333 l /Border [ 0 0 0 ] 1 0 0 1 301.36771 347.62289 cm Copyright 2017 American Water Works Association All Rights Reserved 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. 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. -4.807 1.007 -3.432 1.702 -1.943 1.702 c 1.673 0.057 1.915 -0.071 2.053 -0.375 c 0 0 0.77 rg -0.471 0 l q /Parent 1 0 R /T1_1 49 0 R 4.808 -7.304 l /CropBox [ 0 0 612 792 ] 0 0 m 1.559 -1.308 1.496 -1.102 1.153 -1.005 c 8.339 0 l h 0 0 m 0.63 -4.549 1.126 -5.361 1.126 -6.366 c /GS2 gs 1.887 -0.299 l 3.673 -1.22 3.29 -2.524 1.829 -2.524 c 7 0 obj 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 0 0 m 5.658 2.183 3.999 3.645 1.829 3.645 c /BleedBox [ 0 0 612 792 ] /T1_0 1 Tf 3.716 -6.595 l 1 0 0 1 281.8047 359.5443 cm -0.742 0.104 -0.946 0.043 -0.946 -0.167 c >> 1.801 0 l 1.654 7.591 l /CS0 66 0 R Q /Rotate 0 /GS2 gs Therefore, the number of times a line is exercised may vary. -1.403 1.39 l -0.207 -0.609 l endobj 0.641 0.709 0.372 0.576 0 0 c -6.382 -3.829 m h q -1.2 -2.688 -0.755 -3.19 -0.176 -3.722 c 0 0 m /T1_1 85 0 R 2.499 1.307 -1.51 0.292 -1.51 3.781 c q -0.086 -1.953 -0.276 -1.977 -0.537 -1.977 c Q q 0.98 0.76 l Installation of Ductile-Iron Mains and Their Appurtenances 0.63 -1.832 l Q 4.666 4.439 3.744 5.361 1.518 5.361 c Alternatively, pressure will rise as water temperature increases. 4.707 -1.839 3.185 -3.044 1.408 -3.044 c /Rotate 0 0.603 -0.332 l 3.035 -1.247 3.035 -1.73 3.106 -2.113 c h 0 g subsqueous Crossings /Rotate 0 0.736 -0.437 0.637 -0.936 0.637 -1.25 c Jerry has been involved in nearly all facets of the foundry, providing him with extensive experience in manufacturing, installation, and design of ductile iron water products. >> 0.346 -1.058 l BT endobj >> 4.58 7.901 4.383 8.729 3.463 8.729 c Q 1.307 -0.832 1.279 -1.008 1.174 -1.146 c 3.701 4.017 4.187 3.234 4.187 2.023 c 0.908 -3.148 0.086 -2.482 0 -1.305 c 1.065 -1.034 0.352 -0.709 0 0 c 1.015 4.593 0.622 4.352 0.622 3.832 c 6.3 Special Service Requirements, 70 References, 71 . -0.403 -0.62 -0.641 -1.299 -0.765 -1.728 c 1 0 0 1 84.4866 682.4324 cm >> 0.382 -2.524 0 -1.205 0 0 c 0 0.465 l 1.996 0.057 2.248 -0.352 2.248 -0.903 c 1.852 4.186 1.7 5.835 0.19 5.835 c Test pressures for the various services and types of piping are shown at the end of this section in Table 15044. 0.391 -0.922 0.234 -0.41 0 0 c 0 0 m Keep in mind there are documented procedures and knowledgeable McWane Ductile staff available for assistance. /CS0 66 0 R Fromdesign to installation, we take great pride in providing education and trainingto water professionals throughout the water and waste water industry. 1.911 -1.583 1.901 -1.412 1.897 -1.227 c 1 0 0 1 132.4744 685.90669 cm 5.957 0.17 6.708 -1.049 6.708 -2.694 c -2.822 -1.659 0.482 -0.922 0.482 -3.56 c 0 -0.704 0.47 -1.265 1.279 -1.265 c q 1.52 7.089 1.344 6.395 1.22 5.804 c 0.499 -1.364 0.323 -1.273 0.323 -1.065 c >> (\037\036) Tj There is a better solution, which is to base training from documented resources such as the AWWA M41 Manual or the ANSI/AWWA C600 Installation Guide for Ductile-Iron Mains and Their Appurtenances. -0.001 Tw 2.081 -1.294 2.499 -0.964 2.499 -0.533 c Q -0.207 -0.32 m -1.923 -0.738 -1.023 0.443 0.052 0.443 c /Parent 1 0 R -2.295 -8.226 -1.706 -8.773 -1.106 -8.773 c -0.964 3.177 m -2.893 0 l 3.602 -3.829 l 2.512 5.607 l 3.021 -1.021 l -0.11 -0.523 -0.285 -0.737 -0.285 -1.103 c /GS1 65 0 R >> Installation of Ductile-Iron Water Mains and Their Appurtenances AWWA C600-05 and AWWA C605-05 1.03 TEST PRESSURES A. 1.336 -1.407 l 1.801 0 l /Type /Page h Q 0 0 m 3.588 1.39 l -1.675 0.576 -1.23 0.871 -0.765 0.871 c 0.603 -0.328 0.865 0.057 1.245 0.057 c -0.249 -1.182 -0.155 -1.33 0.372 -1.418 c 4.658 0 l 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. endobj /ColorSpace << 2.241 -0.638 1.787 -0.894 1.206 -0.894 c /ColorSpace << 1 0 0 1 289.8315 356.3588 cm 0 3.462 l /MediaBox [ 0 0 612 792 ] 4.51 -2.411 m 2.61 0 l Q 1 0 0 1 159.51871 680.71609 cm /T1_1 74 0 R 1 0 0 1 353.1221 349.7348 cm 0 0 m Files AWWA C600-17 Installation of Ductile-Iron Mains and Their Appurtenances .More Information List Price: $140.00 Member Price: $98.00 Quantity: /Resources << 2.751 1.716 3.177 0.922 3.233 0 c 1 0 0 1 314.9429 356.95641 cm 1.887 -0.299 l >> /Type /Page -0.589 1.383 -0.447 1.117 -0.428 0.808 c endobj HLN0y >> -1.744 1.849 -2.12 1.264 -2.12 0.556 c -4.027 -4.367 -3.404 -4.553 -2.751 -4.553 c /GS1 65 0 R /TT0 60 0 R 1.293 3.318 l q h 5 0 obj >> /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] -0.207 -1.058 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. 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. 3.716 -5.913 l h 0 0 m 1.74 -3.318 l 0.013 Tc 1.44 0.038 l -2.893 0 l 1.925 -1.773 l -0.71 -3.425 l 1.716 -1.659 l -5.871 -1 Td f 3.793 -3.318 l -2.269 -4.553 -1.503 -4.367 -1.503 -3.659 c 6.311 -7.303 l 6.708 -7.304 l 0.737 -0.437 0.637 -0.937 0.637 -1.25 c h -2.212 0.313 -2.822 0.128 -2.822 -0.496 c f -0.284 6.069 l q 4.68 0.057 4.666 0.61 4.666 1.347 c /BleedBox [ 0 0 612 792 ] 3.379 -2.652 l 1 0 0 1 103.30409 667.5842 cm >> 4.737 -1.545 4.708 -1.035 4.694 -0.482 c <> 10 0 0 10 450.4713 730.5001 Tm 0 -1.125 TD -0.651 -7.887 -1.716 -9.216 -2.429 -9.216 c 1.901 3.46 l 4.808 -2.51 4.793 -1.304 3.574 -1.304 c Cookie Preferences /GS0 62 0 R f f 1 0 0 1 268.6958 377.6796 cm /ExtGState << >> /Annots [ 18 0 R ] *Reminder - connect the gauge to the pipe, not the pump. [ <14> -8 <10> -9 <15> -8 (\033) -21 <100d1a> -1 <15> -8 <1e0d0c> 48 <10> -17 (\033) -12 <09> -2 <15> -4 (\034) -8 <08> -7 (\034) -10 <0b> -42 (\031) ] TJ <0a1b> Tj 0 Tw Q 1.717 -1.659 l 3.134 -4.609 3.46 -4.538 3.659 -4.411 c >> 3.673 -1.22 3.29 -2.525 1.829 -2.525 c . 43.39 0 Td -0.61 -0.694 -0.703 -0.606 -0.713 -0.429 c This edition approved Jan. 14, 2017. /TT0 60 0 R 2.967 3.19 3.143 2.88 3.143 2.393 c -0.631 0 -1.199 -0.709 -1.199 -1.817 c /CS0 66 0 R -4.325 -3.83 l -0.312 -1.058 l f 0.086 0.978 0.624 1.716 1.687 1.716 c ET 1.316 -2.652 l 4.297 -1.801 l 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. Access the online platform, envoi, for standards, manuals and more. 0 0 m 0.637 -2.448 l 4 M 1.334 8.005 2.223 9.186 3.598 9.186 c %PDF-1.5 284.59 351.319 0.637 -0.608 re 1.05 -1.545 1.16 -1.521 1.226 -1.478 c -0.631 0 -1.2 -0.709 -1.2 -1.817 c 1.801 -0.979 2.581 0.17 3.716 0.17 c << -3.219 -3.389 -2.581 -4.425 -1.248 -4.425 c 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. h First edition approved by AWWA Board of Directors May 8, 1977. Find a Standards Committee of interest. /ColorSpace << III. -5.216 -2.977 -3.961 -4.231 -2.412 -4.232 c 0.5 w /C2_0 39 0 R 1.086 0.443 1.706 -0.517 1.706 -1.728 c 0 0 m 1.117 3.679 l /T1_2 80 0 R /T1_0 34 0 R 0 0 m Hydro testing a new water line essentially begins during the design phase. 0 -3.565 l 114.677 685.907 1.901 -7.303 re 3.442 2.599 2.957 3.205 2.409 3.825 c PDF/X-1:2001 0 30.063 l 0.98 0.761 l Pages 11-11. 1.4886 0 0 1.4886 374.715 381.7314 Tm h -4.325 -3.829 l q stream Tj 0 0 m /C2_0 39 0 R The water supply container must be marked at the water level to assist with calculating the make-up water. f 0.193 -0.704 0.216 -0.771 0.216 -0.904 c 1 0 0 1 102.5811 682.9713 cm Valves shall, not be operated in either the opening or closing direction at differential pressures, above the rated pressure. 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. 11.969 0 l h 2.037 2.644 1.427 1.905 0.858 0.886 c [ <1f8f8f8d0d> 15 <1011051990> 20 <9d191f89118d0f07040c191e04060f0d0c048a191d06040c05048d050e191c0c0e060f06880611191d118f0602197f01> 50 <197f16141602> ] TJ 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. Three hydro tests are conducted with each having the same time intervals. h /T1_3 1 Tf 0.323 -0.689 0.746 -0.642 1.031 -0.642 c 0.689 -0.262 0.376 -0.286 0.133 -0.405 c -0.471 0.465 l 0.558 6.232 0.527 6.439 0.134 6.498 c -2.601 -3.425 l /ExtGState << /MediaBox [ 0 0 612 792 ] h 2.198 -1.305 1.9 -2.794 1.9 -3.729 c 0.699 0 l 4 0 obj >> 0.689 0 l 1.34 -1.483 1.34 -1.645 1.364 -1.773 c -1.686 -4.859 -2.295 -5.657 -2.295 -6.941 c 0.646 -2.097 l 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. 2.45 2.466 2.44 2.644 2.285 2.644 c 1.112 -2.02 0.965 -2.039 0.775 -2.039 c -1.461 4.084 l First edition approved by AWWA Board of Directors May 8, 1977.This edition approved June 20, 2010. /ProcSet [ /PDF /ImageI /Text /ImageC /ImageB ] 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 0.794 -0.77 0.666 -0.328 0.666 0.076 c 3.9 0.17 4.099 0.17 4.297 0.113 c Crews have worked long hours to meet deadlines and are anticipating the end of the project. 3.347 0 l 0.31 -0.089 -0.114 -1.241 -0.724 -2.865 c 0.042 2.185 0.042 2.333 -0.041 2.333 c [ (\201) -25 <0f8d> -15 <0e0619> 21 <11050f060f0d0c19> 21 <048f8f8d0d> 15 <10110519> 21 (\220) 20 (\235\031) 21 (\037) 40 (\032\032) 40 (\037\031) 21 21 <0d0b19> 21 -15 <0e19> 21 <8004> 25 <9d198201> 50 <191483848402> ] TJ /Font << 8.821 -2.95 l 0.561 0.732 0.228 0.661 -0.019 0.547 c Q f f 4.68 0.056 4.666 0.61 4.666 1.347 c -3.304 -5.942 -4.042 -5.814 -4.736 -5.63 c