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 1.886 2.397 l 2.936 0.695 2.85 0.17 2.539 -0.241 c 1.886 2.397 l -1.55 -1.364 l 1.887 0.423 1.578 0.732 0.832 0.732 c -0.941 -2.422 -1.013 -2.895 -1.013 -3.485 c 0.765 1.565 1.788 3.19 2.564 3.19 c Q Leakage shall not be measured by a drop, These formulas are based on an allowable leakage of 11.65, gpd/mi/in. 1.611 -1.141 l 0 0 m 1 0 0 1 215.36369 689.2394 cm Allowing all the air to vent and adequate time for any water absorption in the cement lining are beneficial. Q 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. Location: Water transmission lines s hall be located and sized in accordance . hb```f`` @( /fr@g2ip^ pk'Xd,&;VSyNaS=qwvw Q (\030\034) Tj 1 0 0 1 203.22459 682.4324 cm -1.108 -1.992 -1.354 -1.949 -1.587 -1.887 c 0 -2.448 l f /T1_0 34 0 R -3.05 -5.362 -3.422 -4.933 -3.422 -3.796 c 1.341 -1.482 1.341 -1.644 1.364 -1.773 c /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] 4.666 2.283 l >> >> 0.622 2.55 4.707 2.842 4.707 0.013 c MAXIMUM TEST PRESSURE = PIPE'S PRESSURE CLASS Contact Us, McWane Ductile product engineers or sales representatives, ANSI/AWWA C600 Installation Guide for Ductile-Iron Mains and Their Appurtenances. Her response, "That was the only pot I had!". -0.007 Tw 1.613 -0.975 1.995 0.473 2.233 1.211 c /Resources << 3.078 2.17 3.673 1.12 3.673 0 c -2.233 -9.216 -3.081 -8.404 -3.081 -6.985 c -1.986 -0.227 m 0 g -0.403 -3.219 -0.403 -3.353 -0.527 -3.781 c 0.637 -1.35 0.694 -1.545 0.936 -1.545 c -2.295 -8.226 -1.707 -8.773 -1.106 -8.773 c -0.429 -2.827 -1.251 -1.97 -1.251 -0.937 c %%EOF q /GS2 63 0 R [ <85860f0e1911050f060f0d0c19048f8f8d0d> 15 <1011051987880c11197f1601> 50 <197f16141602> ] TJ Q 0 0 m -0.946 -0.557 0.161 -0.31 0.161 -1.193 c f q -4.807 1.007 -3.432 1.702 -1.943 1.702 c [ (\035\034) -16 (\033) -21 (\032) -7 (\033) -11 (\031) ] TJ 2.995 7.434 4.313 5.709 4.313 3.057 c 0.689 0 l /Length 6067 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. The water supply container must be marked at the water level to assist with calculating the make-up water. 0.641 -1.462 l -1.483 1.136 -1.302 1.383 -0.946 1.383 c 1 0 0 1 276.4102 360.2191 cm 0 -1.148 l /BleedBox [ 0 0 612 792 ] /Contents 68 0 R 6.949 -1.985 l Q << 1 0 obj /C2_0 39 0 R 1.852 0 1.852 1.953 1.852 3.146 c 5.049 -1.305 l 4.41 -2.95 l S endobj f f How to Successfully Prepare and Complete a Hydrostatic Test 3.673 -1.22 3.29 -2.524 1.829 -2.524 c 0.637 -3.565 l 3.602 -3.829 l 2.248 -2.448 l /T1_0 1 Tf How many times in your life have you encountered a situation such as this one: A newlywed wants to cook Thanksgiving dinner. >> 6.778 -10.636 l Join water professionals from all over at AWWA's conferences and learn about the different online courses AWWA offers. 0 0 m h >> -1.2 -2.688 -0.755 -3.19 -0.176 -3.722 c -0.207 -0.704 l 10.21 0.17 10.721 -1.064 10.721 -2.694 c -1.433 4.084 l 1.202 0.465 l -0.742 0.104 -0.946 0.043 -0.946 -0.167 c 1.827 -9.033 l 0.575 -0.556 l -0.031 0.532 0.052 1.27 0.186 1.713 c -2.822 -1.659 0.482 -0.922 0.482 -3.56 c Special consideration must also be given when multiple piping products are used.". >> -4.623 -4.07 l /Rotate 0 /F1 54 0 R 0.85 0 1.302 0 1.302 -0.406 c Approved by American National Standards Institute Feb. 9, 1994. Q -2.657 -8.979 -2.687 -8.847 -2.636 -8.684 c /ExtGState << [ (\205) -21 (\206) -14 <11191f> -10 (\210) -21 <06> -19 (\206) -12 <0d> -14 (\215) -19 <0f> -16 <06> -26 <04> -13 <06> -14 <0f> -17 <10> -10 <111912> -8 <11> -11 <0e> -13 <0d> -14 (\210) -12 (\215) -20 <07> -19 <11190d> -15 <0c191d> -21 <04> -12 <0b> -13 <11191a> -3 <04> -13 <06> -8 <11> -11 (\215) -36 (\223) ] TJ 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 General Provisions in Section 0200 for further requirements. /Contents 92 0 R 0 0 m f f -3.081 -5.243 -1.965 -4.564 -1.127 -4.017 c Q -2.822 -1.659 0.482 -0.922 0.482 -3.56 c /F1 54 0 R Q >> 6.438 -3.333 l H{\O.j\J7Sv%J a0tOH=LRbl YQ_hm -]}I-Y\ >>^JTj -0.775 -2.999 -0.816 -3.043 -0.91 -3.043 c / *Reminder - connect the gauge to the pipe, not the pump. 4.1.1.2 Test pressure shall not exceed pipe or thrust-restraint design pressures. 0.604 -0.328 0.865 0.058 1.246 0.058 c 0 -1.2 TD 0 0 m Q endobj -0.109 -0.522 -0.285 -0.736 -0.285 -1.103 c -0.013 Tw 0 0 m f -0.471 0 l /GS0 62 0 R 1.81 -3.118 2.798 -2.148 2.798 -0.937 c /T1_2 29 0 R A water line moves like an accordion when pressures are increased/decreased. 1 0 0 1 266.0005 357.77139 cm q -0.003 Tc B* >> -1.511 0.808 m /Font << 3.588 1.391 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. Q Q h March 2003. 0 0 0 1 K -4.325 -3.829 l 0 -2.205 l 0.604 0 l /T1_3 24 0 R C600-17 Installation of Ductile-Iron Mains and Their Appurtenances 2.115 -2.448 l 2.044 3.317 l 1 0 0 1 99.8298 669.5269 cm 0.665 0.441 0.865 0.803 1.279 0.803 c 1 0 0 1 93.561 710.6586 cm q h 1.336 -1.407 l 0.666 0.076 m /T1_2 49 0 R 1.896 -0.333 1.768 -0.77 1.279 -0.77 c 1.05 -1.545 1.16 -1.521 1.226 -1.478 c Considering the allowable make-up water may alleviate this issue. -2.283 3.679 m 0 1.121 1.262 1.262 2.113 1.262 c /Subtype /Image 0.482 -5.262 -1.036 -5.942 -2.581 -5.942 c /MediaBox [ 0 0 612 792 ] 0 0.465 l >> 3.318 -6.027 2.879 -6.084 2.312 -6.084 c 2.139 1.284 m /T1_0 105 0 R There is a great deal of thought, preparation, and attention to detail involved with hydrostatic testing. -1.158 -2.466 -0.062 1.787 -0.01 1.994 c 0.956 -0.261 l 1.203 0.465 l /ColorSpace << /Parent 1 0 R 0.327 -1.024 0.327 -1.007 0.319 -0.866 c 4.255 -3.999 5.659 -2.325 5.659 -0.227 c n 0.646 -2.377 l /Contents 90 0 R f -1.566 -2.131 -0.6 -3.118 0.622 -3.118 c /TT0 60 0 R /TT0 1 Tf 0.023 Tc 0.161 -1.763 -0.347 -1.992 -0.865 -1.992 c 0.637 0 l 0 0 m 0.637 0.465 l /ColorSpace << 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. -0.237 -0.133 -0.504 -0.247 -0.813 -0.247 c /BleedBox [ 0 0 612 792 ] 0 0 m Q Keep in mind there are documented procedures and knowledgeable McWane Ductile staff available for assistance. /Font << }K ^5azrXq* HE+3X ? m:eVRw~XK+UbMWr1sMgG&o~y$PPz:0NeRdi*YO]HRT,dYVur23HU45xUp /GS2 63 0 R q -0.483 5.607 m /Annots [ 18 0 R ] f /T1_0 34 0 R /ColorSpace << The Contractor shall submit a test report which includes the following 1.327 -2.652 l 24.092 -39.6 l -0.086 -1.953 -0.276 -1.977 -0.537 -1.977 c endstream 1 0 0 1 281.15379 359.6918 cm Adobe PDF Library 15.0 -1.079 -1.136 -0.865 -1.483 -0.419 -1.483 c Q Web evaluation of the required testing. -4.623 -4.07 l 1.593 -2.102 1.593 -2.05 1.57 -1.628 c q These piping systems often contain components made from other materials. [ <17> 4 <17> 7 <1615> 6 <14> -4 (\033) -16 (\032) 3 <13> -6 <141c> -2 <15> -6 <12> ] TJ ET 11.969 0 l /Rotate 0 /GS2 gs Q /GS2 63 0 R -4.028 -4.368 -3.403 -4.551 -2.751 -4.551 c -0.314 -2.205 l 19 0 obj Installers may, at times, have a misconception that water lines do not move because of earth loads of six to eight feet, for example. /Length 36544 [ <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 This edition approved June 6, 1993. /T1_0 1 Tf Q 4.255 -4 5.658 -2.326 5.658 -0.227 c 1.44 0.039 l 1.871 4.445 1.334 5.332 1.334 6.395 c 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". f /XObject << >> Testing 607 Repair and Abandonment . q 1.202 0 l Volume 29, Issue 3. h 0 0 0 1 K Give back to the water community by helping to develop or update an AWWA Standard. /GS2 gs 1.611 -0.841 1.606 -0.437 1.198 -0.437 c 6.949 -1.985 l /Annots [ 18 0 R ] 1.44 0.039 l 0.335 -0.222 0.091 -0.222 0.04 -0.222 c -3.219 -3.389 -2.581 -4.425 -1.248 -4.425 c AWWA C600-10 Installation of Ductile-Iron Mains and Their Appurtenances Downloading: Allowed Max downloads:5 This standard describes installation procedures for ductile-iron mains and their appurtenances for potable water, wastewater, and reclaimed water. 4 0 obj 0.29 1.049 0.692 1.167 0.993 1.167 c 1.112 -2.02 0.965 -2.039 0.774 -2.039 c 1.776 -1.599 l /Font << 3.442 2.599 2.957 3.205 2.409 3.825 c 2 w -0.761 -1.526 -0.504 -1.464 -0.504 -1.226 c -0.284 6.069 l endobj 4.127 -1.702 3.787 -1.645 3.446 -1.645 c 8.821 -2.269 8.821 -1.305 7.728 -1.305 c h The same basic principles can be applied to most other materials as well. 5.658 2.183 3.999 3.645 1.829 3.645 c >> 4.011 0 l DRAWN DESIGN DATE REV TRUCKEE MEADOWS WATER AUTHORITY 7/2011 2ND ENGINEERING & CONSTRUCTION STANDARDS -0.32 6.867 l 1.928 -6.254 l /Resources << 0 0 m 468 0 l f Q 114.677 689.055 1.901 -1.816 re f -1.403 0 l q JRhas been with McWane Ductile for more than 30 years, starting on the ground floor. 1.153 -0.993 l /F1 54 0 R 1.52 7.089 1.344 6.395 1.22 5.804 c /C2_0 39 0 R 0.193 -0.704 0.216 -0.771 0.216 -0.904 c /ColorSpace << /Resources << 0 -2.448 l q 8.765 -9.898 l 0 0 m 1.901 -3.404 l >> 0.161 -1.763 -0.347 -1.992 -0.865 -1.992 c 1.112 -2.02 0.965 -2.039 0.775 -2.039 c stream q 1.086 0.443 1.706 -0.517 1.706 -1.728 c -3.304 -5.942 -4.041 -5.814 -4.736 -5.629 c /GS2 gs h 1 0 0 1 210.1304 685.90669 cm 0.001 Tc /Parent 1 0 R -1.611 0.337 -1.15 0.57 -0.651 0.57 c >> In no event will AWWA be liable for direct, indirect, special, incidental, or consequential damages arising out of the use of information presented in this book. 1.887 0.423 1.577 0.732 0.832 0.732 c q 0 0 0 1 K 10 0 0 10 450.4713 730.5001 Tm -2.269 -4.553 -1.503 -4.367 -1.503 -3.659 c PDF/X-1:2001 0.566 0 l /GS1 65 0 R 495 0 obj <>stream /T1_2 1 Tf 8.765 -9.898 l After all the air has been, expelled, the corporation cocks shall be closed and the test pressure applied. The husband then asks his favorite mother-in-law the same question and receives the same response, "That's the way my mom did it." 0 -1.125 TD /Rotate 0 /C2_0 39 0 R -0.11 -0.523 -0.285 -0.737 -0.285 -1.103 c 284.59 350.263 0.637 -2.448 re Copyright 2023 McWane Ductile. 0.637 -2.448 l 2.241 -0.638 1.787 -0.894 1.206 -0.894 c -2.283 7.434 m 0 Tw -0.238 -1.483 -0.038 -1.416 0.071 -1.369 c f q 0 1.39 l /Subtype /Link /Resources << 1.459 0 l 1 0 0 1 285.0977 354.0014 cm -0.127 -3.044 -1.357 -2.232 -1.89 -0.761 c 3.9 0.17 4.099 0.17 4.297 0.113 c /T1_1 74 0 R 0.19 7.434 l The pressure is increased during each test. 0 5.835 l 0.012 Tc q 0 -2.448 l 0 Tc 6.467 -1.305 6.311 -2.808 6.311 -3.758 c 0 Testing plan, procedures and schedule. 4.666 2.283 l 1.673 0.057 1.915 -0.071 2.053 -0.375 c 0.637 -1.35 0.694 -1.545 0.937 -1.545 c 8.339 0 l 468 0 l /F1 54 0 R f /TrimBox [ 0 0 612 792 ] Q -1.986 -2.325 -0.582 -3.999 1.829 -3.999 c -1.065 1.595 -1.117 1.698 -1.106 1.816 c 0.594 -0.342 l -1.108 -1.992 -1.355 -1.949 -1.587 -1.887 c 4.27 9.186 4.869 8.817 5.097 8.595 c q The amount of make-up water is documented and compared from all three tests. 5.985 0 Td 0.025 Tw Q Q 0.31 -5.509 -0.269 -4.829 -0.847 -4.342 c -0.124 0.561 0 0.325 0 0 c 2.067 5.849 2.698 5.125 3.071 4.711 c 0 Tc 0.63 -4.549 1.126 -5.361 1.126 -6.366 c 3.021 -1.021 l 1.464 -3.565 l 10 0 obj -2.601 -3.425 l -0.326 3.659 0.482 3.971 1.291 3.971 c 0.353 0 0.626 -0.291 0.626 -0.634 c 5.191 -9.898 l -1.745 0.023 -1.326 0.584 -0.561 0.584 c /CS0 66 0 R True 0.556 1.298 0 0.808 0 0 c 2.044 3.318 l 11 0 obj 0.665 0.076 m Q 0 Tw (\031) Tj -0.321 6.867 l /MediaBox [ 0 0 612 792 ] 2.651 3.59 l uuid:30eca241-7de2-456d-bac9-3192a24bd32d 0 0 m /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] endobj Q What Are the Pressure Requirements for Pipe Testing? /TT0 60 0 R 1.334 8.005 2.223 9.186 3.598 9.186 c /CS0 cs 1.688 -1.659 l 2.091 -1.264 2.562 -0.703 2.562 0 c 1.901 -7.303 l f 4.68 0.056 4.666 0.61 4.666 1.347 c Q /T1_2 49 0 R 1.9 -7.303 l 1.307 -0.832 1.279 -1.007 1.174 -1.145 c -0.284 6.069 l General coversthe scope, purpose, and application of the standard 13 0 obj 1 Pages 11-11. 1.616 0.292 0.89 0.292 0.736 0.292 c -0.145 -4.327 0.114 -4.032 0.569 -3.47 c -0.828 0.09 -1.079 -0.224 -1.079 -0.685 c -0.713 2.585 -0.082 3.19 0.434 3.19 c << 1.075 -1.278 0.922 -1.364 0.728 -1.364 c 1.773 -1.021 l /Type /Page /Annots [ 18 0 R ] n /BleedBox [ 0 0 612 792 ] /TT0 60 0 R Internal pressure will decrease as water temperatures decrease-to the point when the fluid begins to freeze, which then creates a substantial issue. 0.31 -0.089 -0.114 -1.241 -0.724 -2.865 c /GS0 62 0 R 1.9 -7.303 l 0 -7.303 l 1 0 0 1 268.6958 377.6796 cm f q h /T1_0 34 0 R [ <17> -18 <17> -18 <17> -18 <17191a11> -11 <0e> -16 <06198b> -20 (\210) -8 <0f> -8 <0c> -17 <07> -18 (\235\031\037) -2 <10> -10 <11> -12 <0c> -10 (\210) -16 <1119> ] TJ -0.695 3.105 -1.815 1.361 -1.815 -0.751 c >> Q q 4.44 -3.425 l /GS2 gs /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] 1.688 0 l -0.279 2.333 -0.641 2.023 -0.982 1.595 c 0.181 0.371 l f 10.083 -7.913 l >> /TrimBox [ 0 0 612 792 ] -1.085 -1.788 -1.499 -1.802 -1.964 -1.832 c /Type /Page -0.504 -0.746 -1.611 -1.074 -1.611 -0.191 c /CS0 66 0 R 5.191 -9.898 l /CS0 66 0 R >> /T1_0 1 Tf 4.529 -9.033 l /C2_0 1 Tf f III. f -0.312 -1.058 l /Height 122 /TT0 60 0 R 2.512 5.607 l 1.83 -0.993 l [ (\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 0.637 -0.551 0.637 -1.197 0.637 -1.549 c 1.852 0 1.852 1.953 1.852 3.146 c -1.816 -1.503 -0.554 -2.283 0.738 -2.283 c (\037\036) Tj 0.444 0 l /Annots [ 18 0 R ] 3.716 -5.913 l /Font << 0.69 -0.262 0.376 -0.285 0.133 -0.403 c h h >> 1.407 -1.118 l /GS2 63 0 R 0 -7.303 l C600-17 Installation of Ductile-Iron Mains and Their Appurtenances 0 0 m 5.049 1.248 4.283 3.105 1.574 3.105 c /URI (https\072\057\057webstore\056ansi\056org\057Standards\057AWWA\057AWWAC60010\077source\075preview) 0.021 Tc 2.61 0 l 3.801 -2.808 3.006 -3.148 2.084 -3.148 c 8.075 -13.273 l /CS0 66 0 R 1 0 0 1 273.78169 349.0228 cm /MediaBox [ 0 0 612 792 ] 1.901 -4.027 2.07 -4.609 2.794 -4.609 c 0 -3.565 l /TrimBox [ 0 0 612 792 ] endobj 0.736 -0.437 0.637 -0.936 0.637 -1.25 c 0 2.004 l h h q hydrostatic testing 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. 0.021 Tc -0.351 -1.267 -0.626 -0.979 -0.626 -0.634 c /GS1 65 0 R 3.422 0.057 3.593 -0.356 3.593 -0.903 c WKZTxNd/_" .;AP*G 0.323 -1.065 m AWWA C600 January 1, 1993 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. 4.808 -7.304 l f >> -0.341 6.572 l 2.198 -1.305 1.9 -2.794 1.9 -3.729 c 13.898 0 l -1.503 -2.226 -4.807 -3.204 -4.807 -0.568 c /Resources << -1.35 -1.464 -1.141 -1.526 -0.922 -1.526 c %PDF-1.5 1.911 -1.583 1.901 -1.412 1.897 -1.226 c /CropBox [ 0 0 612 792 ] Buy Now AWWA C230-22 Stainless-Steel Full-Encirclement Repair & Service Connection Clamps for Pipe 69.124 15.616 l 1 0 0 1 124.87289 700.60249 cm A test pressure of 300 psi will be detrimental to weak materials, such as polyvinyl chloride (PVC) rated at 125 psi, which also does not have a safety factor of 2 and surge allowance of 100 psi included in the design, compared to the stronger ductile iron that does. /Rotate 0 0 0 m 0.482 -5.262 -1.035 -5.942 -2.581 -5.942 c q /T1_1 49 0 R 0 1.121 1.262 1.263 2.113 1.263 c 0 0 0 1 K 10.111 -7.913 l 6.111 0 Td >> rx,/RiA"G/?9`eRY,%> 0hPy4!=qaFN^KW_$"U-~{~W }z%I>{{@@mQOF'55g)yyA &/EhZK% Ws6+kwKo;l[dpw~W2m$MhSi{GZbi?wD!P4Hk]gdZ>-. /T1_1 80 0 R 1, 1994. 1.131 0.266 1.307 0.133 1.307 -0.262 c /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] B. W 3.9 0.17 4.098 0.17 4.297 0.113 c */XYrw{' .H Y ==2* sY+J]q( 6v. 1.996 0.057 2.248 -0.352 2.248 -0.903 c h /ExtGState << PDF Section 15044 Pressure Testing of Piping Part 1 - General 4.297 -1.801 l 0.482 -5.261 -1.035 -5.942 -2.581 -5.942 c %PDF-1.6 % f -0.351 0.57 -0.157 0.522 0.043 0.48 c 0.699 0 l /TT0 60 0 R h 2.325 0.761 l 4 M -1.675 0.576 -1.23 0.871 -0.765 0.871 c 0 Tc /ProcSet [ /PDF /ImageI /Text /ImageC /ImageB ] 0 Tw All rights reserved. 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. /GS2 gs %PDF-1.3 % Q endobj 0 0 m Unknown /GS1 65 0 R /Resources << 1.901 -7.303 l 1.9 0 l /F1 54 0 R 1.611 -2.448 l 4.297 -1.801 l Q 1 0 0 1 115.188 669.4841 cm q h 0 0 m C600-17 Installation of Ductile-Iron Mains and Their Appurtenances; American Water Works Association; AWWA; Installing Ductile-Iron Mains; disinfection; highway and railroad crossings; trenchless applications; subsqueous Crossings; Service Taps; hydrostatic testing; /GS2 gs q 1.193 -1.148 1.262 -1.348 1.262 -1.742 c -3.219 -3.389 -2.581 -4.424 -1.248 -4.424 c -4.808 1.007 -3.432 1.702 -1.943 1.702 c 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. /TrimBox [ 0 0 612 792 ] /BleedBox [ 0 0 612 792 ] Q ET -1.096 -1.25 Td Yes, a ductile iron cap is heavier than a balloon, which ultimately means it will do more damage when it lands. 0.5 w AWWA C600-10 Installation of Ductile-Iron Mains and Their - Store q 0.013 Tc h /GS2 63 0 R The bride responds, "That's the way mom did it." 0.662 -3.47 0.724 -3.588 0.703 -3.721 c 0 0 0.77 rg This edition approved Jan. 14, 2017. -0.325 3.659 0.483 3.972 1.291 3.972 c f <>/XObject<>/ProcSet[/PDF/Text/ImageB/ImageC/ImageI] >>/MediaBox[ 0 0 612 792] /Contents 4 0 R/Group<>/Tabs/S/StructParents 0>> -2.578 -12.623 1.166 -8.879 1.166 -4.258 c Direct any of your questions related to technical and operational information to our Engineering & Technical Services Department. h (\031\202) Tj American National Standards Institute accreditation of AWWA Standards is your additional assurance of excellence. 0 0 m 1.903 0 l 2.938 -3.318 l /Contents 104 0 R 0.1 -1.896 l f 0 0 m 1.17 1.284 l 0.637 1.16 l >> Q 0 Tw xmp.did:1c4714f5-eb15-8f40-9b40-cde12344e46e 378 341.102 l 0 Tw 1.901 -7.304 l /T1_2 85 0 R 3.593 -2.448 l 0.4 -1.365 0.731 -1.039 0.731 -0.634 c Q k /CS0 66 0 R AWWA C600 June 20, 1999 Installation of Ductile-Iron Water Mains and Their Appurtenances This standard covers installation procedures for ductile-iron mains and their appurtenances for water service. 2.994 7.434 4.313 5.709 4.313 3.057 c Approved by American National Standards Institute Feb. 14, 2017. AWWA C600 - Installation of Ductile-Iron Mains and Their - GlobalSpec II. -1.815 -3.148 -0.411 -4.539 2 -4.539 c /TrimBox [ 0 0 612 792 ] << Effective Date: April 12, 2022 . 0.761 -1.446 l The dangers of compressed air cannot be over emphasized. W Cover: Includestheabbreviation for thestandard name in the upper righthand corner. h 1.611 -2.448 l IV. @tn&!L8 nEI `g0 q+B@\.XCL> F6#`a 0 0 m 396.0011 0 0 396.0011 -7.2004 17.8199 Tm 3.347 0 l h 0 0 m 1 0 0 1 269.7085 360.2191 cm q 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. -1.768 -3.53 -0.972 -2.983 -0.63 -2.983 c Can the AWWA M41 Manual Really Fit in Your Pocket? /Im0 19 0 R 1 0 0 1 336.064 349.7348 cm 0.162 -1.764 -0.347 -1.992 -0.865 -1.992 c 1.697 0.803 1.896 0.451 1.896 0.076 c q /C2_0 39 0 R 1 0 0 1 280.3071 349.5883 cm /ColorSpace << q 4.41 -7.303 l 1 0 0 1 275.71581 358.4276 cm -0.61 -0.694 -0.703 -0.606 -0.713 -0.429 c 1.975 -2.053 1.964 -2.186 2.037 -2.186 c (\221\221) Tj -1.611 0.337 -1.15 0.57 -0.651 0.57 c 0.641 -1.462 l 5.659 2.183 3.999 3.645 1.829 3.645 c /Rect [ 21.6 756 597.6 792 ] -51.862 -1.25 Td 0.214 0.162 0.485 0.266 0.756 0.266 c (914-mm) ductile-iron pipe with push-on joints, 22 4-2 Laying conditions for ductile-iron . 1.317 -2.652 l 2.562 0.808 2.005 1.298 1.278 1.298 c 18.046 -39.6 l >> f 4.023 -13.273 l 38.086 0 Td 0 15.616 l Definitionsdefinesany technicalterms j@z*f)-=eG@d`\Cpht4sA sg7.r{.d`@%,/!|Fy 8{ 1.773 0 l Water temperature is not typically a huge factor during hydrostatic testing but must be considered at times. 1.901 1.39 l q 4.779 -2.114 l -1.049 1.702 -0.468 1.56 0.128 1.433 c 0.323 -1.065 m 0 0 m endobj -2.283 7.434 m 5.658 2.184 3.999 3.644 1.829 3.644 c 0.972 -0.664 0.62 0 0 0 c 17 0 obj endstream endobj 250 0 obj <>>>/Resources 261 0 R/Subtype/Form>>stream The test pump is to be connected at the lowest point of the line. 4-1 Performance test on 36-in. /ExtGState << 4.51 -2.411 m f 4.187 0.266 3.246 -1.034 1.809 -1.034 c Q 0 0 m -3.304 -5.942 -4.042 -5.814 -4.736 -5.63 c -0.972 -3.708 -0.91 -3.825 -0.941 -3.973 c hbbd``b`$/ H~,@9j n "t@(@1b``$ y@4 /TrimBox [ 0 0 612 792 ] /TT0 60 0 R 0 g 1 0 0 1 84.4866 682.4324 cm endstream endobj 173 0 obj <> endobj 174 0 obj <> endobj 175 0 obj <>stream /BleedBox [ 0 0 612 792 ] 1.801 -1.021 l /T1_3 1 Tf PDF Section 02702 -testing Requirements for Sanitary Sewer: Mains and Manholes From the initial standards covering pipes, water meters and steel water storage tanks, AWWA volunteers have guided the expansion of the standards program. >> Effective . >> This is especially true if the line is exposed to direct sunlight. -0.582 0.198 -1.007 0.313 -1.702 0.313 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.
Jimmy Hoffa House Bloomfield Hills,
Grafana Pie Chart Show Total,
How To Hold A Narcissist Accountable,
The Invisible Hand'' Refers To Quizlet,
Allegan County Mugshots,
Articles A