1.901 -3.403 l /GS2 63 0 R -0.317 -1.599 l 1.688 -1.659 l 0 2.248 -2.448 l h -0.76 -1.526 -0.504 -1.464 -0.504 -1.227 c /BleedBox [ 0 0 612 792 ] 1 0 0 1 280.4966 356.11169 cm f 1.602 -2.283 2.552 -1.829 2.992 -1.021 c 5.659 2.183 3.999 3.645 1.829 3.645 c 0 0 0.77 rg /Rotate 0 >> 1.925 -1.773 l 1.202 0.465 l 0 0 m 2.325 0.76 l 0.2 0.5 0.3 RG 2.562 0.808 2.005 1.298 1.278 1.298 c 1 0 0 1 99.8298 669.5269 cm 1.246 -1.982 l /Type /Page Any damage or defective pipe, fittings, valves, hydrants, or joints that are discovered following the pressure test shall be repaired, or replaced with sound material, and the test shall be repeated until satisfactory, supplied into the newly laid pipe or any valved section thereof to maintain pressure, within 5 psi (34.5 kPa) of the specified test pressure after the pipe has been filled, with water and the air has been expelled. 4.255 -3.999 5.659 -2.325 5.659 -0.227 c n [ (\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 >> /BleedBox [ 0 0 612 792 ] /ExtGState << 0.63 -4.549 1.126 -5.361 1.126 -6.366 c -0.32 6.867 l /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] [ <1f8f8f8d0d> 15 <1011051990> 20 <9d191f89118d0f07040c191e04060f0d0c048a191d06040c05048d050e191c0c0e060f06880611191d118f0602197f01> 50 <197f16141602> ] TJ /C2_0 39 0 R h -1.054 -1.3 -0.951 -1.064 -0.713 0.103 c f HLN0y Approved by American National Standards Institute Feb. 14, 2017. 9 0 obj -1.706 -1.418 l 4.023 -13.273 l 1 0 0 1 348.2222 356.95641 cm /T1_1 34 0 R 1 0 0 1 273.32471 354.7758 cm 1.4886 0 0 1.4886 374.715 381.7314 Tm What Are the Pressure Requirements for Pipe Testing? -5.059 -0.41 -5.216 -0.922 -5.216 -1.428 c )` -0.761 -1.526 -0.504 -1.464 -0.504 -1.226 c 0.689 0 l The same basic principles can be applied to most other materials as well. /MediaBox [ 0 0 612 792 ] 0.799 3.679 l /Annots [ 18 0 R ] 1 0 0 1 317.19679 350.7831 cm /MediaBox [ 0 0 612 792 ] h f 0.524 -0.893 0 -0.624 0 0 c [ (\037) 70 (\036) -65 (\036) 56 (\037\035\034) -5 (\033) -3 (\032) -6 (\031) -3 (\030) -18 (\032) -4 <17> -1 (\030) ] TJ 0 0 m 1 0 0 1 273.2827 349.7504 cm 1.52 7.089 1.344 6.395 1.22 5.804 c 0.86 -1.83 1.179 -1.677 1.326 -1.407 c This will enhance the probability of removing aII air from the conduit. /Length 36544 2.042 -9.033 l AWWA C600 - Installation of Ductile-Iron Mains and Their - GlobalSpec q q /Font << 0 Tw /Rotate 0 q /GS2 63 0 R /Height 122 (1.079 L/day/km/mm) of nominal diameter at a, Do not sell or share my personal information. Volume 29, Issue 3. Q >> (\031\202) Tj Q [ <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 -0.025 Tc 0.104 0 0.024 0 scn 0.699 0 l 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. >> %PDF-1.3 There is a great deal of thought, preparation, and attention to detail involved with hydrostatic testing. 0 0 m f /Width 179 << -2.601 -3.425 l Q California Transparency in Supply Chain Disclosure 1.611 -0.841 1.607 -0.437 1.197 -0.437 c -0.404 -8.773 0.31 -8.093 0.31 -6.646 c /TrimBox [ 0 0 612 792 ] As new technologies emerge, new standards are developed. /CS0 66 0 R 0 1.16 l Documentsincludes anyreferenced papers -3.304 -5.942 -4.041 -5.814 -4.736 -5.629 c American National Standards Institute accreditation of AWWA Standards is your additional assurance of excellence. 1.9 -7.303 l Definitionsdefinesany technicalterms Testing plan, procedures and schedule. q 0.048 Tw /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] 0.482 -5.262 -1.036 -5.942 -2.581 -5.942 c -0.326 3.659 0.482 3.971 1.29 3.971 c /T1_0 1 Tf >> 1 0 0 1 227.5452 684.3746 cm -0.341 6.572 l 4.41 -2.269 4.41 -1.305 3.318 -1.305 c -1.686 -4.859 -2.295 -5.657 -2.295 -6.941 c 0.709 5.361 -0.283 5.148 -1.021 4.807 c f endstream endobj 250 0 obj <>>>/Resources 261 0 R/Subtype/Form>>stream 0 0 m 3.021 -1.021 l h Her response, "That was the only pot I had!". /T1_4 85 0 R -0.709 -4.424 -0.114 -4.225 0.212 -4.084 c 1.075 -1.278 0.922 -1.364 0.728 -1.364 c 1.559 -1.308 1.496 -1.102 1.153 -1.005 c /Font << 1 0 0 1 314.9429 356.95641 cm f 0 0 m 1 0 0 1 308.52049 371.5121 cm 284.59 351.319 0.637 -0.608 re /Rect [ 21.6 756 597.6 792 ] /Annots [ 18 0 R ] 0.292 -0.625 0.335 -0.542 0.335 -0.45 c f /ExtGState << q S Q -1.079 -1.136 -0.865 -1.483 -0.418 -1.483 c Section 330505.31 - Hydrostatic Testing - Cfpua Join water professionals from all over at AWWA's conferences and learn about the different online courses AWWA offers. -0.031 0.532 0.052 1.27 0.186 1.713 c >> 24 0 0 24 377.0017 600.3509 Tm 3 0 obj 1.892 0 l 0.013 Tc -0.761 -1.526 -0.504 -1.464 -0.504 -1.227 c -0.631 0 -1.199 -0.709 -1.199 -1.817 c 1.871 4.445 1.334 5.332 1.334 6.395 c 0.637 -2.448 l [ <17> 4 <17> 7 <1615> 6 <14> -4 (\033) -16 (\032) 3 <13> -6 <141c> -2 <15> -6 <12> ] TJ 0.31 -5.509 -0.269 -4.829 -0.848 -4.342 c -1.511 0.808 m 0 0 0 1 K 1 0 obj From the initial standards covering pipes, water meters and steel water storage tanks, AWWA volunteers have guided the expansion of the standards program. /Type /Page Let's be perfectly clear: An air test is absolutely not the same as a hydro test. Q 0 Tw f << 0.181 1.226 -0.076 1.849 -0.984 1.849 c -1.745 0.023 -1.326 0.584 -0.561 0.584 c -0.92 -0.044 -0.765 0.561 -0.362 0.561 c 3.134 -4.609 3.46 -4.538 3.659 -4.411 c h -4.808 1.007 -3.432 1.702 -1.943 1.702 c 0.298 -5.658 l /Rotate 0 278.967 351.319 0.637 -0.608 re q There are currentlymore than 190AWWA Standards, and standards committees have produced more than 60AWWAManuals of Water SupplyPractices. 0 1.39 l /Length 6067 -0.581 0.199 -1.007 0.312 -1.701 0.312 c 1.464 -3.565 l -1.023 -3.043 -1.303 -2.999 -1.209 -2.658 c 8.821 -7.303 l -1.986 -2.325 -0.582 -3.999 1.829 -3.999 c -1.341 -1.977 -1.745 -1.431 -1.745 -0.685 c /T1_2 1 Tf 114.677 685.907 1.901 -7.303 re -2.468 0.27 -3.219 -0.666 -3.219 -2.042 c 1 0 0 1 285.0977 354.0014 cm 0.007 Tc h 0.63 -1.832 l /Type /Page 1.901 0 l /BleedBox [ 0 0 612 792 ] 1.852 4.186 1.7 5.835 0.19 5.835 c /C2_0 39 0 R 0.31 -0.089 -0.114 -1.241 -0.724 -2.865 c /CS0 66 0 R (\031) Tj -4.028 -4.368 -3.403 -4.551 -2.751 -4.551 c h -0.732 -1.034 -0.408 -1.365 0.001 -1.365 c 2.272 -3.565 l j@z*f)-=eG@d`\Cpht4sA sg7.r{.d`@%,/!|Fy 8{ Crews have worked through inclement weather. -1.251 0.086 -0.446 0.954 0.617 0.954 c hTn0=n(RQE6Pp%jcPKc?RS'%E%L.N.sg B*rTL?A{_F~ pea$D#MM8rksgc{31LZ2aQ'NAa!r^l2Tl |96p$zcs;NY.4X\cyJ2M6FN$T,V|ZV4>4Q5)\ qmLYJle(bo"*lgUmWiU*KaIR3V*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". 0 -7.303 l 4.529 0 l The bride responds, "That's the way mom did it." endstream endobj 173 0 obj <> endobj 174 0 obj <> endobj 175 0 obj <>stream f q 1 0 0 1 276.4102 360.2191 cm 4.297 -1.801 l q 0.813 -0.052 1.083 0.057 1.417 0.057 c 0 0 m PDF Section 02702 -testing Requirements for Sanitary Sewer: Mains and Manholes This is especially true if the line is exposed to direct sunlight. 1.911 -1.583 1.901 -1.412 1.896 -1.226 c 0.575 -0.555 l /Rotate 0 0 W 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. 2.956 -0.76 2.956 -0.437 2.59 -0.437 c V} 8(cc*^b @"'vNz5rpI{UyIK g[;lH)F7k+& .O{tY~ K`L"N2G. 2.935 0.695 2.85 0.17 2.538 -0.241 c /T1_2 80 0 R Q 0 0 m -0.284 6.069 l 1.697 0.803 1.896 0.451 1.896 0.076 c Q 1.131 0.266 1.307 0.133 1.307 -0.261 c 1 0 0 1 265.99561 356.11169 cm Q q 0 0 m /ColorSpace << This standard covers the minimum requirements for the installation of ductile-iron water mains and their appurtenances, including materials, dimensions, tolerances, and testing procedures. 2.081 -1.294 2.499 -0.964 2.499 -0.533 c /GS2 63 0 R 1.49 -0.913 1.616 -0.662 1.616 -0.389 c 2.198 -1.305 1.9 -2.794 1.9 -3.729 c -0.195 0.066 -0.338 0.104 -0.571 0.104 c /C2_0 39 0 R 11 0 obj 1.901 -1.645 1.901 -3.574 1.901 -4.623 c I am honored as a water professional to do my part in Building Iron Strong Utilities for Generations." Jerrys favorite quote: "I can do all things through Christ who strengthens me.jerry.regula@mcwaneductile.comhttps://www.linkedin.com/in/jerry-regula-6a87b8138/. Unexpected rock was found, which slowed progress but did not stop installation of the pipe. 3.673 -1.22 3.29 -2.524 1.829 -2.524 c 0.6 7.089 1.147 7.384 1.52 7.665 c -1.403 0 l -0.742 0.104 -0.946 0.043 -0.946 -0.167 c 3.716 -5.913 l /T1_1 49 0 R f 1.611 -1.141 l 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. 1.739 -3.318 l /Contents 17 0 R Web awwa c600 pressure testing pdf download. 4.198 -3.333 l /Rotate 0 >> /T1_1 85 0 R 0 0 m 0.879 -3.318 l 0.575 -0.555 l 0 0 0 1 K -3.422 -2.836 -3.018 -1.152 -2.109 0.015 c Q Practice patience. Service Taps 10 0 0 10 450.4713 730.5001 Tm endobj 0.613 -0.333 l -0.109 -0.522 -0.285 -0.736 -0.285 -1.103 c -0.341 6.572 l 1.801 -0.993 l << -0.626 -0.291 -0.356 0 0 0 c q 1.202 0 l 0 Tc -48.679 -1.25 Td These AWWA Standards address all facets of water treatment and delivery. 0.794 -0.77 0.665 -0.328 0.665 0.076 c /GS2 gs 2.044 3.317 l 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 /BleedBox [ 0 0 612 792 ] /T1_0 34 0 R -2.283 -1.599 l f examined carefully during the test. /TT0 1 Tf 0 -2.448 l 3.021 -4.539 3.815 -4.34 4.51 -3.957 c 0.475 0.399 0.899 -0.576 1.934 -0.576 c 3.153 -1.152 3.174 -1.27 3.174 -1.389 c test pressure before conducting the leakage test. f 0.22 -1.009 0.226 -1.034 0.241 -1.058 c 0.162 -1.764 -0.347 -1.992 -0.865 -1.992 c 1 Adobe PDF Library 15.0 5.645 0 l endstream endobj startxref (\030\034) Tj Q -5.216 -2.977 -3.961 -4.231 -2.412 -4.232 c Q 0.565 -0.556 l /Contents 101 0 R /Contents 92 0 R There is also a benefit to documented standards compared to word-of-mouth training. -0.429 -2.827 -1.251 -1.97 -1.251 -0.937 c /ColorSpace << << 3.379 -2.652 l 0.403 -3.367 0.972 -2.658 0.972 -1.565 c 0.5 w 0.956 -0.262 l >> Q -2.269 -4.551 -1.503 -4.368 -1.503 -3.659 c &SYXeI/$ji+>x')aP46/'J?n[//~sKxJ#OYOzL|*GaI@:@63v LDWQ>eg,MN[ Z8J|c^dJw[]0: pl.Mc~U0,JoLlRU. 0 0 0 1 K 2.091 -1.264 2.562 -0.703 2.562 0 c h f Q -6.046 0 l 4-1 Performance test on 36-in. 0.561 0.732 0.228 0.661 -0.019 0.546 c BT 2.411 3.972 2.936 3.574 2.936 2.397 c q /Annots [ 18 0 R ] -0.351 0.57 -0.157 0.522 0.043 0.48 c 1.086 0.443 1.706 -0.517 1.706 -1.728 c &HM50ztvv{>4cF`E)%i+zL!, Q&mR@T-}^J&-/G -2.893 0 l /T1_3 80 0 R W/{N\ldp6mi=\2+'/8`s32A^@V.D=0kgz1>:+.O~ MHX]iL"@HE.s L,mrd_tUqbNF7 1.852 -3.997 l 1.34 -1.483 1.34 -1.645 1.364 -1.773 c Think about it, you have installed a water line - test with water. 1.404 -3.83 l f -2.467 0.27 -3.219 -0.666 -3.219 -2.042 c -1.049 1.702 -0.468 1.56 0.128 1.433 c q -0.021 Tw 0.972 -0.664 0.62 0 0 0 c -3.081 -6.985 m q 1.911 -1.583 1.901 -1.412 1.897 -1.226 c 0 2.004 l 1.603 -2.283 2.553 -1.829 2.992 -1.021 c -1.049 1.702 -0.468 1.56 0.128 1.433 c 10.111 -7.913 l -0.351 -1.267 -0.626 -0.979 -0.626 -0.634 c 3.078 2.17 3.673 1.12 3.673 0 c 0 1.16 l -1.611 0.337 -1.15 0.57 -0.651 0.57 c 0.4 -1.365 0.731 -1.039 0.731 -0.634 c 8 0 obj /TrimBox [ 0 0 612 792 ] 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 Includes -2.524 6.069 l 1 0 0 1 102.5811 682.9713 cm AWWA C600 January 1, 1993 -2.283 -1.599 l f -0.499 -0.713 -0.233 -0.646 0 -0.518 c >> /F1 54 0 R /GS3 63 0 R 10.112 -7.913 l >> /CS0 66 0 R 10.721 -7.303 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. /Parent 1 0 R q /Annots [ 18 0 R ] Privacy Policy h Q -2.283 3.679 m 17 0 obj -1.483 1.136 -1.302 1.383 -0.945 1.383 c -0.946 -0.556 0.162 -0.309 0.162 -1.193 c h 0 -10.636 l 43.39 0 Td 0.63 -4.549 1.126 -5.361 1.126 -6.366 c q /GS2 gs /Resources << endobj h 4.658 0 l 69.124 15.616 l h 1.126 -8.152 0.01 -9.216 -1.148 -9.216 c -0.012 Tw h 1.9 -7.091 l -0.713 2.585 -0.082 3.19 0.434 3.19 c 2.561 0.808 2.006 1.297 1.279 1.297 c 3.077 2.17 3.673 1.12 3.673 0 c gfg??^W~3ZDeL{&. 0 0 m 0.956 -0.261 l /GS0 62 0 R 278.259 360.219 0.637 -2.448 re 0 -5.353 l 0.646 -2.097 l /ColorSpace << -4.623 -4.07 l 1.901 1.391 l 3.928 -7.913 l /ExtGState << 0.907 -3.148 0.085 -2.482 0 -1.305 c >> -0.964 3.177 m /BitsPerComponent 8 1.901 -7.303 l 5.658 2.184 3.999 3.644 1.829 3.644 c S This includes material selection, testing methods and procedures, inspection requirements, and record keeping. 4.68 0.057 4.666 0.61 4.666 1.347 c >> -1.026 1.903 -1.845 3.848 -2.398 5.659 c h /GS2 63 0 R Website Terms of Use 0.161 -1.763 -0.347 -1.992 -0.865 -1.992 c 0.96 0.96 0.96 rg /Annots [ 18 0 R ] 6.467 -1.305 6.311 -2.808 6.311 -3.758 c How many times in your life have you encountered a situation such as this one: A newlywed wants to cook Thanksgiving dinner. 1.406 1.167 1.644 0.665 1.644 0.281 c q 1.901 -4.027 2.071 -4.608 2.794 -4.608 c Explanation: Defineswhat an AWWA Standard is and what it covers. 3.673 -1.22 3.29 -2.524 1.829 -2.524 c /GS1 65 0 R 1.659 2.652 l -2.98 3.848 -3.797 1.905 -4.824 0 c Q q /Contents 99 0 R 5 0 obj 1.44 -0.603 l q -1.433 4.084 l 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. q First edition approved by AWWA Board of Directors May 8, 1977. 0 0 m 1 0 0 1 159.51871 680.71609 cm /ExtGState << 1.341 -1.482 1.341 -1.644 1.364 -1.773 c /ExtGState << 5.658 2.183 3.999 3.645 1.829 3.645 c endobj 4.51 -2.411 m >> f 1.9 -1.645 1.9 -3.574 1.9 -4.623 c Test Report 1. It is good practice to allow the system to stabilize at the. 0.161 -1.763 -0.347 -1.992 -0.865 -1.992 c /ColorSpace << VI. 4.254 -3.999 5.658 -2.325 5.658 -0.227 c /TrimBox [ 0 0 612 792 ] -0.207 -0.32 m Q 1.649 2.652 l 1 0 0 1 166.1125 684.5168 cm First edition approved by AWWA Board of Directors May 8, 1977. endobj /Font << 3.673 -1.22 3.29 -2.525 1.829 -2.525 c 4.1.1.3 The hydrostatic test shall be of at least a 2-h duration. 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. 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Allowing all the air to vent and adequate time for any water absorption in the cement lining are beneficial. /CS0 66 0 R This includes products that comply with ANSI*/AWWA C900, ANSI/AWWA C907, or ANSI/AWWA C909. 2.426 -0.157 3.234 0.17 4.226 0.17 c q Hydrostatic Testing Awwa 600 | PDF | Pressure | Litre - Scribd q -1.503 -2.226 -4.807 -3.204 -4.807 -0.568 c 0.5 w -1.416 -3.929 -1.685 -4.106 -2.202 -4.711 c -0.964 3.177 m Engineering professionals often include on-site training by the manufacturer in the project specification to ensure training is completed. h 1.327 -2.652 l Q /T1_3 85 0 R 4.952 8.226 4.817 7.399 4.714 6.882 c >> 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 -0.321 6.867 l Q Effective Date: April 12, 2022 . Q 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. 0.604 -0.333 l 0.444 0 l /T1_2 1 Tf 6666 West Quincy Avenue, Denver, Colorado 80235, The testing methods described in this section are specific for water-pressure, testing. endobj 4.68 0.057 4.666 0.61 4.666 1.347 c /MediaBox [ 0 0 612 792 ] V. 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