awwa c600 testing requirements pdf

-0.465 -3.131 l Q /ColorSpace 20 0 R /Contents 92 0 R 0.475 0.399 0.899 -0.576 1.934 -0.576 c /T1_1 49 0 R 4-1 Performance test on 36-in. 0.323 -0.689 0.746 -0.642 1.031 -0.642 c f -1.924 -0.738 -1.024 0.443 0.051 0.443 c -0.651 -7.887 -1.716 -9.216 -2.429 -9.216 c -45.753 72.173 Td The Contractor shall submit a test report which includes the following 5.644 0 l -2.524 6.069 l q -0.021 Tw /A << The American Water Works Association first published consensus documents in 1908. 0.335 -0.222 0.091 -0.222 0.04 -0.222 c 0.637 -2.377 l 4.1.1.3 The hydrostatic test shall be of at least a 2-h duration. q 0 Tw 2 0 obj -1.207 -0.247 -1.483 -0.024 -1.511 0.371 c /Im0 Do [ <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 >> 378 341.102 l Unexpected rock was found, which slowed progress but did not stop installation of the pipe. Approved by American National Standards Institute Sept. 2, 2010. 1.245 -1.982 l -4.807 1.007 -3.432 1.702 -1.943 1.702 c /GS3 63 0 R >> 1.593 -2.102 1.593 -2.05 1.57 -1.628 c /C2_0 39 0 R -2.026 0 l Q -0.32 6.867 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. 2.131 -3.425 l It is good practice to allow the system to stabilize at the. 4.992 0.17 5.715 -0.213 6.126 -1.12 c -0.207 -0.32 m 0 0 m 37.179 0 Td 0.323 -1.065 m Q h /ExtGState << -1.35 -1.464 -1.141 -1.526 -0.922 -1.526 c /CS0 66 0 R Together, we are Building Iron Strong Utilities for Generations! /GS1 65 0 R [ <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 A "known value" container such as a quart jar or incremented gallon bucket may be used to refill the original supply source. 1.903 0 l /Rotate 0 We may chuckle a little, but this happens all too frequently in the field. -1.108 -1.992 -1.354 -1.949 -1.587 -1.887 c Q 1.126 0 Td uG| ?~U;P8L.=66 89#o (\t*V>8`^icp;j G ~%Ld! f+61G*6oq/oyZ;3]Q;O5.hiLZ 0 -2.448 l Prime the pump to remove all air prior to engagement with the line. */XYrw{' .H Y ==2* sY+J]q( 6v. -0.006 Tw 0 Tw /GS0 62 0 R Approved by American National Standards Institute Feb. 14, 2017. -1.35 -1.464 -1.141 -1.526 -0.922 -1.526 c 2.241 -0.638 1.787 -0.893 1.205 -0.893 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 Approved by American National Standards Institute Feb. 9, 1994. -0.761 -1.526 -0.504 -1.464 -0.504 -1.226 c /Contents 17 0 R Q W Hydrostatic Testing Awwa 600 | PDF | Pressure | Litre - Scribd It may be necessary to supplement this standard with special requirements not included in this standard (see foreword, Sec. f /ColorSpace << -6.046 0 l /T1_0 1 Tf f >> subsqueous Crossings 10 0 0 10 258 228.8749 Tm The dangers of compressed air cannot be over emphasized. II. /Contents 102 0 R -0.946 -0.556 0.162 -0.309 0.162 -1.193 c << 1.096 0 Td h 1.202 0 l 1.801 -0.979 2.581 0.17 3.716 0.17 c /T1_2 80 0 R 10.112 -7.913 l -1.571 -5.066 -1.789 -4.238 -1.789 -3.515 c 1 0 0 1 330.1631 377.6781 cm Testing 607 Repair and Abandonment . T* 3.9 0.17 4.099 0.17 4.297 0.113 c 0.637 -1.35 0.694 -1.545 0.937 -1.545 c h Crews have worked long hours to meet deadlines and are anticipating the end of the project. Requirements lists minimum requirements for a product to meet the prescribed standard 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. Valves shall, not be operated in either the opening or closing direction at differential pressures, above the rated pressure. /TT0 60 0 R AWWA C600 - Installation of Ductile-Iron Water Mains and Their Appurtenances. -0.761 -1.526 -0.504 -1.464 -0.504 -1.227 c -7.239 16.887 l 4.297 -1.801 l Committee Personnel: Lists the expert volunteers who are responsible for developing and updatingthe standard. 4.68 0.057 4.666 0.61 4.666 1.347 c q 6.048 -13.273 l 0.006 Tc 1 0 0 1 187.5118 688.50121 cm f 1.112 -2.02 0.965 -2.039 0.774 -2.039 c 0.565 -0.556 l h 1.716 -1.659 l }K ^5azrXq* HE+3X ? m:eVRw~XK+UbMWr1sMgG&o~y$PPz:0NeRdi*YO]HRT,dYVur23HU45xUp (This\040is\040a\040preview\040of\040\042AWWA\040C600\05510\042\056\040Click\040here\040to\040purchase\040the\040full\040version\040from\040the\040ANSI\040store\056) Tj Join water professionals from all over at AWWA's conferences and learn about the different online courses AWWA offers. 1.611 -2.448 l Standards | American Water Works Association -0.844 0 l 0 0 m /TT0 60 0 R 1.892 -1.045 1.887 -0.861 1.887 -0.613 c -1.107 -1.992 -1.355 -1.949 -1.588 -1.887 c /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] 0 -2.448 l Documentsincludes anyreferenced papers -0.145 -4.327 0.114 -4.032 0.569 -3.47 c /GS1 65 0 R 1 0 0 1 269.7085 360.2191 cm /TT0 60 0 R 1.459 0 l -1.085 -1.788 -1.499 -1.802 -1.964 -1.832 c f -1.2 -2.688 -0.755 -3.19 -0.176 -3.722 c 1.852 -3.997 l 2.067 5.849 2.698 5.125 3.071 4.711 c /T1_0 34 0 R n /GS2 gs 189 0 obj <>stream /Annots [ 18 0 R ] 1.459 0 l 69.124 14.772 l 1 0 0 1 273.2827 349.7504 cm /T1_2 1 Tf -1.35 -1.464 -1.141 -1.526 -0.922 -1.526 c AWWA is the voice of water in the nation's capital. 0.103 -1.802 -0.279 -1.788 -0.703 -1.788 c -0.248 0.871 0 0.457 0 0 c /GS0 62 0 R f 1.464 -3.565 l 1 0 0 1 288.61079 350.26311 cm -1.789 -2.585 -1.375 -0.782 -0.248 0.458 c /Resources << V. Verification includesmaterial tests and manufacturing processes to ensure product quality Q Q /TrimBox [ 0 0 612 792 ] 116.791 671.059 1.9 -7.304 re -1.815 -1.504 -0.553 -2.283 0.738 -2.283 c -2.467 0.27 -3.219 -0.666 -3.219 -2.042 c From the initial standards covering pipes, water meters and steel water storage tanks, AWWA volunteers have guided the expansion of the standards program. /T1_1 55 0 R hbbd``b`$/ H~,@9j n "t@(@1b``$ y@4 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 1.673 0.954 2.484 0.086 2.484 -0.937 c BT PDF Section 02702 -testing Requirements for Sanitary Sewer: Mains and Manholes There is also a benefit to documented standards compared to word-of-mouth training. 0.69 -0.262 0.376 -0.285 0.133 -0.403 c 2.081 -1.294 2.499 -0.964 2.499 -0.533 c (\037) Tj -1.55 -8.3 -1.003 -7.783 -0.651 -7.207 c 11.316 -9.898 l 5.049 1.248 4.283 3.105 1.574 3.105 c /Contents 90 0 R 0.327 -1.024 0.327 -1.007 0.319 -0.866 c -3.081 -6.985 m f 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 0 0 1 288.07761 355.2411 cm This includes material selection, testing methods and procedures, inspection requirements, and record keeping. /MediaBox [ 0 0 612 792 ] /GS2 63 0 R stream 6.111 0 Td 1.886 2.397 l /Font << 0.665 0.441 0.865 0.803 1.278 0.803 c 1.166 -2.749 0.698 -1.222 0 0 c Q 0.737 -0.437 0.637 -0.937 0.637 -1.25 c 1.085 0.443 1.706 -0.517 1.706 -1.728 c [ <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 Installation of Ductile-Iron Water Mains and Their Appurtenances AWWA C600-05 and AWWA C605-05 1.03 TEST PRESSURES A. -4.623 -4.07 l f -0.709 -4.424 -0.114 -4.225 0.212 -4.084 c Q 1.644 0.281 m h [ <17> 4 <17> 7 <1615> 6 <14> -4 (\033) -16 (\032) 3 <13> -6 <141c> -2 <15> -6 <12> ] TJ f 5.049 -1.305 l /C2_0 39 0 R -0.305 0.584 -0.119 0.556 0.057 0.504 c 4.254 -3.999 5.658 -2.325 5.658 -0.227 c The hydrostatic test parameters must be clearly defined during the design phase and stated in the project specifications. q California Transparency in Supply Chain Disclosure h AWWA can help utility managers, engineers, operators and more continue to improve their professional development. test pressure before conducting the leakage test. 4.736 -1.545 4.708 -1.035 4.693 -0.482 c W L/6wqk0'*YVGRhZp--/-Pbhsu).riZ*s{JWDVy?lF0 .Q^ 1, 1994. II). 2.595 -0.576 3.442 0.029 3.442 1.506 c -2.601 -3.425 l 0.001 0.098 m /MediaBox [ 0 0 612 792 ] Q The same information may also be obtained in seconds via the McWane Ductile Pocket Engineer. endobj -1.079 -1.136 -0.865 -1.483 -0.419 -1.483 c /ExtGState << 0 0 m 0.403 -3.367 0.972 -2.658 0.972 -1.565 c >> q /TrimBox [ 0 0 612 792 ] -0.972 -3.708 -0.91 -3.825 -0.941 -3.973 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 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 << Special consideration must also be given when multiple piping products are used.". /GS2 gs -2.595 -9.083 l f 0.813 -0.052 1.083 0.057 1.417 0.057 c (\030\034) Tj 4.41 -2.269 4.41 -1.305 3.318 -1.305 c 2.751 1.716 3.177 0.922 3.233 0 c 0.637 0.465 l 1 0 0 1 102.7715 738.00011 cm 0.31 -5.509 -0.269 -4.829 -0.848 -4.342 c /CS0 66 0 R 1.651 -2.205 l 1.302 -3.043 1.147 -2.851 1.147 -2.673 c << /Annots [ 18 0 R ] ET -1.433 4.084 l /Type /XObject 2.091 -1.265 2.561 -0.704 2.561 0 c 1.326 -2.652 l 0 5.835 l Q 0.637 0 l f -0.483 5.607 m 1.092 2.397 0.156 2.326 -0.567 1.971 c 0 -0.591 -0.403 -0.694 -0.507 -0.694 c S /BitsPerComponent 8 -1.592 -3.574 -1.923 -2.88 -1.923 -2.2 c 2.935 0.695 2.85 0.17 2.538 -0.241 c << 1.336 -1.407 l /GS1 65 0 R -3.999 -5.9 -5.204 -4.268 -5.204 -2.042 c >> 2.2 -0.08 2.519 0.057 2.818 0.057 c BT -1.251 0.086 -0.446 0.954 0.617 0.954 c /CS0 66 0 R q 0.023 Tc /T1_2 49 0 R f 0.001 Tc f /F1 54 0 R f >> SM 2017 American Water Works Association. 1 0 0 1 280.4966 356.11169 cm 0.765 1.565 1.788 3.19 2.564 3.19 c 1.407 -1.118 l 4.41 -7.303 l 0 -0.703 0.47 -1.264 1.278 -1.264 c 1 0 0 1 159.51871 680.71609 cm -3.304 -5.942 -4.041 -5.814 -4.736 -5.629 c AWWA C600 - Installation of Ductile-Iron Mains and Their - GlobalSpec

School Principal Conferences 2022, Santa Monica Volvo Fiat, Pulp Cthulhu Archetypes, Articles A