Q 8.821 -2.269 8.821 -1.305 7.728 -1.305 c >> 0.193 -0.704 0.216 -0.771 0.216 -0.904 c [ <0c> -6 <10> -10 <11> -11 (\215) 45 <011918> -14 (\214\031\202) -21 <16> -12 <7f> -5 (\216) -16 <0a> -62 <15> -31 (\216) -16 <16> -19 (\203) -17 (\202\031) ] TJ Web awwa c600 pressure testing pdf download. 0 0 m Q >> f -1.35 -1.464 -1.141 -1.526 -0.922 -1.526 c 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 Q n 0 1.121 1.262 1.262 2.113 1.262 c -1.079 -1.136 -0.865 -1.483 -0.418 -1.483 c IG,8,1K$%4O_f[Gm7{[/=)wO xs?2QR(6e+qP! /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] /T1_0 85 0 R q j@z*f)-=eG@d`\Cpht4sA sg7.r{.d`@%,/!|Fy 8{ f Alternatively, pressure will rise as water temperature increases. *Reminder - connect the gauge to the pipe, not the pump. PDF C600-17 Installation of Ductile-Iron Mains and Their Appurtenances /GS2 63 0 R 1 0 0 1 349.4077 372.07069 cm Testing of Pressure Piping to be performed according to AWWA C600 (DIP), AWWA C605 (PVC) and the following as applicable: Hydrostatic testing procedure: Testing shall be performed in the presence of the CFPUA representative. /ColorSpace << Installers may, at times, have a misconception that water lines do not move because of earth loads of six to eight feet, for example. Consult with the TMWA engineer and inspector . /Font << 0 0 m Access the online platform, envoi, for standards, manuals and more. q 0.323 -1.065 m /T1_2 49 0 R /Contents 91 0 R 6.3 Special Service Requirements, 70 References, 71 . /GS2 gs f -0.085 -1.953 -0.276 -1.978 -0.538 -1.978 c 0 2.004 l 0.383 -2.525 0 -1.206 0 0 c 0.794 -0.77 0.665 -0.328 0.665 0.076 c q 0.96 0.96 0.96 rg f Let's be perfectly clear: An air test is absolutely not the same as a hydro test. 1 0 0 1 285.645 349.0228 cm h 0 Tw /GS2 63 0 R 0 0 m 1.901 3.461 l 1 0 0 1 84.4866 682.4324 cm f 0 0 m /Type /Page -1.923 -0.738 -1.023 0.443 0.052 0.443 c 2.042 -9.033 l -1.745 0.023 -1.326 0.584 -0.561 0.584 c -1.049 1.702 -0.468 1.56 0.128 1.433 c (914-mm) ductile-iron pipe with push-on joints, 22 4-2 Laying conditions for ductile-iron . 0 Tw /GS2 gs 1.706 -2.939 0.899 -3.604 0.103 -4.017 c << 1.334 8.005 2.223 9.186 3.598 9.186 c /Annots [ 18 0 R ] /T1_2 80 0 R 0.181 1.227 -0.076 1.849 -0.984 1.849 c /BleedBox [ 0 0 612 792 ] 3.716 -5.913 l 0.181 0.371 l -3.46 -1.56 l Jerrys responsibility is to provide technical support for water professionals at all levels including engineers, private water companies, contractors, municipalities, and water districts. 2.45 2.466 2.44 2.644 2.285 2.644 c AWWA C600 is a standard for pressure testing of municipal water systems. /Type /Catalog 0 0 m /GS2 63 0 R 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. 1.852 4.186 1.7 5.835 0.19 5.835 c 0.18 -0.652 l 8.765 -9.898 l /T1_1 49 0 R %%EOF 1.901 -1.645 1.901 -3.574 1.901 -4.623 c /Font << 0 0 m f 0.323 -1.065 m f /BleedBox [ 0 0 612 792 ] -0.941 -2.422 -1.013 -2.895 -1.013 -3.485 c Q -0.606 1.245 -1.566 0.251 -1.566 -0.937 c Click here to purchase the full version from the ANSI store. S -3.081 -6.985 m AWWA can help utility managers, engineers, operators and more continue to improve their professional development. >> /T1_3 69 0 R 0.525 -0.894 0 -0.624 0 0 c Keep in mind there are documented procedures and knowledgeable McWane Ductile staff available for assistance. 1 0 0 1 325.1572 353.10201 cm 0.731 -0.234 0.408 0.098 0.001 0.098 c 4.736 -1.546 4.708 -1.035 4.694 -0.483 c /TT0 60 0 R 1 0 0 1 269.7085 360.2191 cm /GS0 62 0 R /GS1 65 0 R Q 378 341.102 l 0 0 m h Work smart, work hard, and work safe! 0.637 0 l 1 0 0 1 336.064 349.7348 cm /Annots [ 18 0 R ] 4.509 -2.411 m 0 -1.2 TD Q q h 0.327 -1.024 0.327 -1.007 0.319 -0.866 c /Resources << Together, we are Building Iron Strong Utilities for Generations! -1.108 -1.992 -1.355 -1.949 -1.587 -1.887 c -1.986 -2.325 -0.582 -3.999 1.829 -3.999 c h 0.19 7.434 l [ <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 4.27 9.186 4.869 8.817 5.097 8.595 c f f 4 M 2.751 1.716 3.177 0.922 3.233 0 c -3.304 -5.942 -4.042 -5.814 -4.736 -5.629 c 1.112 -2.02 0.965 -2.039 0.774 -2.039 c 1.801 -0.979 2.581 0.17 3.716 0.17 c /C2_0 39 0 R All head pressure will thus be included in the reading on the gauge. ; 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. 0 g 0.709 5.361 -0.284 5.148 -1.021 4.808 c 1 0 0 1 323.9854 372.07069 cm -0.34 0.156 -0.709 0.27 -1.29 0.27 c uuid:30eca241-7de2-456d-bac9-3192a24bd32d 0.666 0.442 0.865 0.803 1.279 0.803 c General coversthe scope, purpose, and application of the standard q 4.808 -2.51 4.793 -1.304 3.574 -1.304 c <008b> Tj -0.019 Tw /TrimBox [ 0 0 612 792 ] 2.2 -0.08 2.519 0.057 2.818 0.057 c 0.637 0.465 l 1.203 0 l JRhas been with McWane Ductile for more than 30 years, starting on the ground floor. /T1_0 105 0 R /ColorSpace << Q 37.179 0 Td 0 0 0 1 K 0 -7.303 l General B. -2.233 -9.216 -3.081 -8.404 -3.081 -6.985 c 3.588 1.391 l 1.407 -1.118 l 0 0 m 2.411 3.972 2.936 3.574 2.936 2.397 c h Q Q [ <1f8f8f8d0d> 15 <1011051990> 20 <9d191f89118d0f07040c191e04060f0d0c048a191d06040c05048d050e191c0c0e060f06880611191d118f0602197f01> 50 <197f16141602> ] TJ /Resources << /GS2 gs -0.049 Tw Q 4.326 -1.751 l )` 1.901 0 l 0.346 -1.058 l -0.403 -3.219 -0.403 -3.353 -0.527 -3.781 c /CS0 66 0 R q /GS3 gs ANSI/AWWA C600 Installation Guide for Ductile-Iron Mains and Their Appurtenances. -1.566 -2.131 -0.6 -3.118 0.622 -3.118 c 1 0 0 1 86.1451 738.00011 cm 1.092 2.397 0.156 2.326 -0.567 1.971 c 6.977 -1.985 l /Parent 1 0 R >> 0.799 3.679 l h /ExtGState << The pressure is increased during each test. h 0.765 1.565 1.788 3.19 2.564 3.19 c 0.482 -5.261 -1.035 -5.942 -2.581 -5.942 c B. 0 0 m 0.009 Tc /GS2 63 0 R 0 g >> q endobj BT >> >> -0.018 Tw 2.936 1.263 l B* 3.792 -3.318 l q 14 0 obj BT 3.035 -1.249 3.035 -1.73 3.106 -2.114 c 1.04 SUBMITTALS A. 0 0 0.77 rg -15.561 -8.879 -11.818 -12.623 -7.197 -12.625 c 1.307 -0.832 1.279 -1.008 1.174 -1.146 c 0 -0.703 0.47 -1.264 1.279 -1.264 c 2.158 -1.118 l Awwa C600 Testing Requirements Pdf 1.892 -1.046 1.887 -0.861 1.887 -0.613 c MAXIMUM TEST PRESSURE = PIPE'S PRESSURE CLASS uG| ?~U;P8L.=66 89#o (\t*V>8`^icp;j G ~%Ld! f+61G*6oq/oyZ;3]Q;O5.hiLZ f Her husband does not understand why she is cooking a 5-pound turkey in a 10-pound pot. Q 2.338 -0.665 l /TrimBox [ 0 0 612 792 ] 4.808 -7.304 l Q By becoming a member of volunteering with American Water Works Association you are showing your commitment to the water profession. 0.63 -4.549 1.126 -5.361 1.126 -6.366 c /ExtGState << Q -0.083 -1.432 0.238 -1.151 0.62 -0.635 c /Contents 92 0 R << 0 -0.863 l -0.238 -1.483 -0.039 -1.417 0.071 -1.369 c 0 0 m 3.134 -4.609 3.46 -4.538 3.659 -4.411 c 1.852 4.186 1.7 5.835 0.19 5.835 c AWWA C600-17 Installation of Ductile-Iron Mains and Their - Store 2.044 3.318 l Submit the following in accordance with Section 01300 Submittals: - 1. 2.241 -0.638 1.787 -0.894 1.206 -0.894 c 1.9 -1.645 1.9 -3.574 1.9 -4.623 c 0 0 m 2.085 0 l q /Resources << 1.801 0 l II). /T1_1 85 0 R q 0 0 m 468 0 l /F1 54 0 R /C2_0 39 0 R Q /GS2 63 0 R h 1.996 0.057 2.248 -0.352 2.248 -0.903 c 1 0 0 1 284.22411 360.2191 cm 1.688 0 l /BleedBox [ 0 0 612 792 ] 1 0 0 1 132.4744 685.90669 cm /CS0 66 0 R 1.925 -1.773 l 0 -0.591 -0.403 -0.694 -0.507 -0.694 c 0 0 m Q f 1.773 -1.021 l 1.9 -6.254 l 4 M Laying 1. . >> /MediaBox [ 0 0 612 792 ] -1.433 4.084 l V. Verification includesmaterial tests and manufacturing processes to ensure product quality 4.297 -1.801 l BT /CS0 66 0 R /TT0 60 0 R /F1 54 0 R 5.645 0 l /GS1 65 0 R [ (Copyright\040) -1 (\251\0402011\040American\040Water\040Works\040Association\056\040All\040Rights\040Reserved\056) ] TJ Internal pressure will decrease as water temperatures decrease-to the point when the fluid begins to freeze, which then creates a substantial issue. 1.074 -1.278 0.922 -1.364 0.728 -1.364 c -0.429 -2.827 -1.251 -1.97 -1.251 -0.937 c In a continuous effort to make your job easier, we have developed an online submittal builder to quickly and neatly package your personalized presentation. 0 0 m 0 Tc 0.956 -0.261 l -0.404 -8.773 0.31 -8.093 0.31 -6.646 c 0 0 0 1 K /ProcSet [ /PDF /ImageI /Text /ImageC /ImageB ] 8.075 -13.273 l 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. [ <15> 6 <11> -4 <100f> -5 <1015> 1 (\033) -12 <10> -15 <12> ] TJ mn >*[X;J6 } 1.928 -7.091 l -0.304 0.585 -0.119 0.556 0.057 0.504 c 0.499 -1.364 0.323 -1.273 0.323 -1.065 c 4.952 8.226 4.817 7.399 4.714 6.882 c -0.255 -5.829 -0.822 -5.899 -1.603 -5.899 c 1.829 -0.993 l /ColorSpace << Considering the allowable make-up water may alleviate this issue. h 3.035 -1.247 3.035 -1.73 3.106 -2.113 c -0.504 -0.746 -1.611 -1.074 -1.611 -0.191 c f 6.949 -1.985 l -1.199 -2.688 -0.755 -3.19 -0.176 -3.722 c q 02702 - 2 of 6 Kansas City, Missouri Revised 07/31/20 Water Services Department Standard Specifications 1.07 CONTRACTOR SUBMITTALS A. >> 1.716 -1.659 l 1 0 0 1 166.1125 684.5168 cm T* -0.001 Tw A "known value" container such as a quart jar or incremented gallon bucket may be used to refill the original supply source. -1.35 -1.464 -1.141 -1.526 -0.922 -1.526 c 1 0 0 1 280.4966 356.11169 cm 5.659 2.183 3.999 3.645 1.829 3.645 c 11 0 obj /Annots [ 18 0 R ] 133.566 674.207 1.9 -1.815 re -1.503 -2.226 -4.807 -3.204 -4.807 -0.568 c -0.048 Tc 116.791 671.059 1.9 -7.304 re 3.077 2.17 3.673 1.12 3.673 0 c -1.29 1.617 -1.815 0.979 -1.815 -0.114 c 4.736 -1.545 4.708 -1.035 4.693 -0.482 c 0.403 -3.367 0.972 -2.658 0.972 -1.565 c 1.603 -2.283 2.553 -1.829 2.992 -1.021 c 1.147 -2.54 1.179 -2.437 1.396 -1.698 c 0.072 -4.829 -0.517 -5.066 -0.951 -5.066 c /TrimBox [ 0 0 612 792 ] h /GS0 62 0 R 5.191 -9.898 l 0.604 -0.333 l -0.548 -7.222 -0.496 -7.325 -0.496 -7.458 c 0.31 -6.646 m /Resources << /ExtGState << 0.1 -1.896 l -2.269 -4.553 -1.503 -4.367 -1.503 -3.659 c 2.512 5.607 l 1.202 0 l /ExtGState << 4 0 obj HLN0y Q /Resources << 0.104 -1.802 -0.279 -1.788 -0.703 -1.788 c f 0.254 0 l 4.127 -1.702 3.787 -1.645 3.446 -1.645 c 0 Tw 1.901 0 l >> /Contents 103 0 R 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 same information may also be obtained in seconds via the McWane Ductile Pocket Engineer. /CropBox [ 0 0 612 792 ] endstream endobj 250 0 obj <>>>/Resources 261 0 R/Subtype/Form>>stream