/Type /Page 1.829 -0.993 l 1.05 -1.545 1.159 -1.522 1.227 -1.478 c 1 0 0 1 308.52049 371.5121 cm examined carefully during the test. /TrimBox [ 0 0 612 792 ] Q 1 0 0 1 159.51871 680.71609 cm 0 0 m -2.269 -4.553 -1.503 -4.367 -1.503 -3.659 c Q Installing Ductile-Iron Mains 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. S -3.081 -6.985 m q Q /GS0 62 0 R 1 0 0 1 306.67239 348.745 cm 4.41 -2.269 4.41 -1.305 3.318 -1.305 c ET h Q >> 0 0 0 1 k /T1_2 85 0 R 2.411 4.123 2.068 4.593 1.408 4.593 c /CropBox [ 0 0 612 792 ] -1.065 1.595 -1.117 1.698 -1.106 1.816 c 3.379 -2.652 l /T1_0 1 Tf /ExtGState << h 2.956 -2.448 l Special consideration must also be given when multiple piping products are used.". /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] This includes material selection, testing methods and procedures, inspection requirements, and record keeping. >> -1.35 -1.464 -1.141 -1.526 -0.922 -1.526 c >> 0.475 0.399 0.899 -0.576 1.934 -0.576 c -0.007 Tw 0.637 -2.448 l 0 0 0 1 K 0.5 w 3.9 0.17 4.099 0.17 4.297 0.113 c Q /BleedBox [ 0 0 612 792 ] 133.566 671.059 1.9 -7.304 re 2.798 0.257 1.833 1.245 0.622 1.245 c 189 0 obj <>stream -2.467 0.27 -3.219 -0.666 -3.219 -2.042 c 0.181 1.227 -0.076 1.849 -0.984 1.849 c 0.622 1.245 m 1.887 0.424 1.578 0.732 0.832 0.732 c 1.852 0 1.852 1.953 1.852 3.146 c The hydrostatic test parameters must be clearly defined during the design phase and stated in the project specifications. -1.815 -1.503 -0.553 -2.283 0.737 -2.283 c /Rotate 0 >> 0 -1.2 TD /T1_5 47 0 R 0.335 -0.222 0.091 -0.222 0.04 -0.222 c 1.659 2.652 l 1.34 -1.483 1.34 -1.645 1.364 -1.773 c What Are the Pressure Requirements for Pipe Testing? /TrimBox [ 0 0 612 792 ] The Contractor shall submit a test report which includes the following << General coversthe scope, purpose, and application of the 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. 0 0 m Try out the McWane Pocket Engineer today. Q /TT0 60 0 R /GS2 gs 0.525 -0.894 0 -0.624 0 0 c 0 -1.148 l -2.285 -1.329 -2.605 -2.525 -2.636 -3.663 c /TrimBox [ 0 0 612 792 ] -3.081 -5.243 -1.965 -4.564 -1.127 -4.017 c h -0.285 -1.568 0.138 -1.83 0.57 -1.83 c /Resources << h 1.04 SUBMITTALS A. /GS2 63 0 R /Rotate 0 0 0 m 0 -7.304 l -0.946 -0.557 0.161 -0.31 0.161 -1.193 c Use of theStandard:Includes anyoptions oralternatives in the foreword. 2.512 5.607 l 1.44 -0.603 l Explanation: Defineswhat an AWWA Standard is and what it covers. -0.907 1.745 -0.354 1.659 0.17 1.503 c 0.042 2.185 0.042 2.333 -0.041 2.333 c 0.689 -0.261 0.376 -0.285 0.133 -0.404 c /Type /Page /Type /Page 5.658 2.183 3.999 3.645 1.829 3.645 c /BleedBox [ 0 0 612 792 ] Q 3.588 0 l -0.021 Tw /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] q 18.046 -39.6 l <0e1e> Tj 1.776 -1.599 l 1.928 -6.254 l /Type /Page /C2_0 39 0 R 6 0 obj BT [ <15> 17 <14> 22 <131c> -4 (\031\032) 29 <12> 11 <11> 34 (\037) 10 <10> 19 (\030) 31 (\036) 13 <17> ] TJ Ensure the pump is primed before the valve is opened to the water line. q -0.305 0.584 -0.119 0.556 0.057 0.504 c 2.325 0.761 l 1.293 3.317 l 2.338 -0.665 l 1.126 -8.152 0.01 -9.216 -1.148 -9.216 c These piping systems often contain components made from other materials. 5.049 1.248 4.283 3.105 1.574 3.105 c /TT0 60 0 R q f 4.808 -3.403 l /BitsPerComponent 8 f -0.946 -0.557 0.161 -0.31 0.161 -1.193 c Location: Water transmission lines s hall be located and sized in accordance . q -0.844 30.063 l Body of the Standard: Includessix sections: I. 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. Adobe InDesign CC 2017 (Windows) /Font << 2.042 -1.751 l f Q /GS1 65 0 R /T1_2 80 0 R 1.074 -1.278 0.922 -1.364 0.728 -1.364 c /GS2 gs /Contents 103 0 R /Resources << /Type /Pages Duration of the test is two hours. q /S /URI 0.637 -2.097 l Approved by American National Standards Institute Feb. 14, 2017. -1.986 -0.227 m h k -1.745 0.023 -1.326 0.584 -0.561 0.584 c /Type /Page 1.801 -1.021 l q /ColorSpace << . 1.131 0.266 1.307 0.133 1.307 -0.262 c >> Give back to the water community by helping to develop or update an AWWA Standard. 0 Tw 1.307 0 1.865 0.266 1.865 0.99 c the most current version of AWWA C600. Test pressures for the various services and types of piping are shown at the end of this section in Table 15044. -0.582 0.198 -1.007 0.313 -1.702 0.313 c II). 3.9 0.17 4.098 0.17 4.297 0.113 c f -0.284 6.069 l h 2.085 0 l 2 0 obj -4.807 1.007 -3.432 1.702 -1.943 1.702 c f >> 1.928 -7.091 l 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. [ <080b0b1107060f1011190504061103191e0d> 15 <10> 60 <02191401> 50 <197f16141602> ] TJ /GS2 gs Delivery covershow the product can be packaged, marked, and shipped. -0.048 Tc /Rotate 0 <0a10> Tj /TT0 60 0 R W >> 0 0 m Q /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] 0.626 -0.986 0.344 -1.267 0 -1.267 c /CropBox [ 0 0 612 792 ] 3.716 -6.595 l 3.957 -7.913 l h /MediaBox [ 0 0 612 792 ] 0 0 0 1 K S 0.1 -1.896 l 4.326 -9.033 l 2.937 -3.318 l 1.603 -2.283 2.553 -1.829 2.992 -1.021 c &SYXeI/$ji+>x')aP46/'J?n[//~sKxJ#OYOzL|*GaI@:@63v LDWQ>eg,MN[ Z8J|c^dJw[]0: pl.Mc~U0,JoLlRU. 180 0 obj <>/Filter/FlateDecode/ID[]/Index[172 18]/Info 171 0 R/Length 59/Prev 281351/Root 173 0 R/Size 190/Type/XRef/W[1 2 1]>>stream 4 M q hbbd``b`$/ H~,@9j n "t@(@1b``$ y@4 3.929 -7.913 l 0.323 -1.065 m Test Report 1. 1 0 0 1 289.8315 356.3588 cm >> /Type /Page American Water Works Association works closely with government officials on policy and advocacy in the water industry. q /T1_1 85 0 R 4.127 -1.702 3.787 -1.645 3.446 -1.645 c -1.768 -3.53 -0.972 -2.983 -0.63 -2.983 c 1.334 8.005 2.223 9.186 3.598 9.186 c 1.925 -1.773 l Table 4-A found in section five of the ANSI/AWWA C600 Standard is used to identify the amount of make-up water used (per hour) to increase the pressure back to the starting point of the test. 1.126 0 Td 1 0 0 1 265.99561 356.11169 cm 0.021 Tc >> f Valves shall, not be operated in either the opening or closing direction at differential pressures, above the rated pressure. B* 468 0 l 1.166 -2.749 0.698 -1.222 0 0 c 0.637 -2.448 l 0 1.091 0.596 2.17 1.829 2.17 c 0.078 -0.32 0.229 -0.32 0.229 -0.456 c /Contents 79 0 R 0.603 0 l -1.686 -4.859 -2.295 -5.657 -2.295 -6.941 c 1.075 -1.278 0.922 -1.364 0.728 -1.364 c It may be necessary to supplement this standard with special requirements not included in this standard (see foreword, Sec. 1 0 0 1 86.1451 738.00011 cm q /T1_0 85 0 R 1.659 2.652 l q 0 -9.033 l 38.086 0 Td /MediaBox [ 0 0 612 792 ] /T1_3 94 0 R /GS2 63 0 R /T1_3 1 Tf 85.92 0 0 58.31999 257.28152 276.09309 cm -1.341 -1.977 -1.745 -1.431 -1.745 -0.685 c f 1.44 0.038 l 1.673 0.954 2.484 0.086 2.484 -0.937 c 1.49 -0.913 1.616 -0.662 1.616 -0.389 c /Font << /T1_0 105 0 R 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>-. Q /T1_3 80 0 R AWWA C600 January 1, 1993 1 0 0 1 123.3138 684.3322 cm << 0.007 Tc 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. h 0.799 3.679 l -1.686 -4.859 -2.295 -5.657 -2.295 -6.941 c /Font << 1.235 0 Td (\037) Tj AWWA can help utility managers, engineers, operators and more continue to improve their professional development. /GS1 65 0 R -0.589 1.383 -0.446 1.117 -0.428 0.808 c /TrimBox [ 0 0 612 792 ] General Provisions in Section 0200 for further requirements. 0 0 m >> 0.689 -0.262 0.376 -0.286 0.133 -0.405 c The dial on the gauge must be in one psi increments. Cover: Includestheabbreviation for thestandard name in the upper righthand corner. 1 0 0 1 288.61079 350.26311 cm /T1_0 1 Tf 0.161 -1.763 -0.347 -1.992 -0.865 -1.992 c /C2_0 39 0 R /Rotate 0 -2.212 0.313 -2.822 0.128 -2.822 -0.496 c >> [ <9102> -38 <04> -33 (\221) -74 (\221) -41 <04> -28 <02> -21 <0d> -39 (\215) -52 (\222) ] TJ 1.477 -0.76 1.477 -0.437 1.112 -0.437 c 1.477 -0.988 l 0 3.462 l >> 3.035 -1.247 3.035 -1.73 3.106 -2.113 c -0.326 3.659 0.482 3.971 1.291 3.971 c HLN0y /Font << AWWA C600 - Installation of Ductile-Iron Water Mains and Their Appurtenances. -4.027 -4.367 -3.404 -4.553 -2.751 -4.553 c /ExtGState << Awwa C600 Testing Requirements Pdf 0.604 -0.328 0.865 0.058 1.246 0.058 c JRhas been with McWane Ductile for more than 30 years, starting on the ground floor. -0.403 -3.219 -0.403 -3.353 -0.527 -3.781 c /T1_1 49 0 R -0.941 -2.422 -1.013 -2.895 -1.013 -3.485 c 8.821 -2.269 8.821 -1.305 7.728 -1.305 c f 0.879 -3.318 l f >> >> -7.239 16.887 l /Type /Page 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. /GS2 63 0 R n 5.957 0.17 6.708 -1.049 6.708 -2.694 c 258 384 l -0.012 Tw 0 1.16 l << /TrimBox [ 0 0 612 792 ] /Font << 0.622 2.55 4.707 2.842 4.707 0.013 c (\031\202) Tj 0 Tc -6.046 0 l 0.794 -0.77 0.665 -0.328 0.665 0.076 c 0 -2.205 l Test requirements are set by considering the following: The hydrostatic test parameters must be clearly defined during the design phase and stated in the project specifications. /TrimBox [ 0 0 612 792 ] h 278.967 351.319 0.637 -0.608 re 0.637 1.16 l %PDF-1.5 % Today, there are more than 190 AWWA Standards. A substantial increase in the amount of make-up water as the pressure is increased indicatesa leak is present. 469 0 obj <> endobj 0.637 -2.377 l 2.522 8.729 2.067 7.857 2.067 6.838 c 0 -7.303 l 1.801 0 l -1.085 -1.788 -1.499 -1.802 -1.964 -1.832 c 0.972 -0.664 0.62 0 0 0 c h First edition approved by AWWA Board of Directors May 8, 1977.This edition approved June 20, 2010. f 0 1.391 l q -1.503 -2.226 -4.808 -3.205 -4.808 -0.567 c -5.204 0.071 -3.957 1.745 -1.673 1.745 c S -2.98 3.848 -3.797 1.905 -4.824 0 c The test pump is to be connected at the lowest point of the line. Looking for answers to your DI pipe questions? 3.701 4.017 4.187 3.234 4.187 2.023 c /ColorSpace << -0.827 0.09 -1.079 -0.223 -1.079 -0.685 c BT Q 0 0 m Q 1 0 0 1 301.36771 347.62289 cm -1.592 -3.574 -1.923 -2.88 -1.923 -2.2 c 1.697 0.803 1.896 0.451 1.896 0.076 c /Resources << -1.964 -1.462 l 1 0 0 1 274.2681 377.6796 cm (100 mm Through 300 mm), AWWA Comment Period on ANSI/AWWA D104 - Automatically Controlled, Impressed-Current Cathodic Protection for the Interior Submerged Surfaces of Steel Water Storage Tanks, AWWA COMMENT PERIOD ON THE REVISIONS TO AWWA C219 Bolted Sleeve-Type Couplings for Plain-End Pipe. American Water Works Association /ExtGState << mn >*[X;J6 } /C2_0 39 0 R 1 0 0 1 227.5452 684.3746 cm 0.023 Tc /Resources << 2.956 -0.76 2.956 -0.437 2.59 -0.437 c -2.657 -4.401 -2.44 -4.623 -2.191 -4.623 c WKZTxNd/_" .;AP*G 2017-05-31T09:35:36-06:00 2.091 -1.264 2.562 -0.703 2.562 0 c >> 4.127 -1.702 3.787 -1.645 3.446 -1.645 c 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. -2.283 -5.353 l 4 M hb```f`` @( /fr@g2ip^ pk'Xd,&;VSyNaS=qwvw 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. 1 0 0 1 277.62109 355.2411 cm -2.12 -0.247 -1.649 -0.713 -0.841 -0.713 c h >> q Website Terms of Use /GS2 63 0 R q 1 0 0 1 215.36369 689.2394 cm 0.604 -0.342 l V. Verification includesmaterial tests and manufacturing processes to ensure product quality MINIMUM INSTALLATION AND TESTING REQUIREMENTS Date: June 23, 2010 Date Last Issued: January, 2004 Date First Issued: Prior to 1990 . -1.611 0.337 -1.15 0.57 -0.651 0.57 c Multiple air release locations may be provided due to the contour of the line. -0.237 -0.133 -0.504 -0.247 -0.813 -0.247 c /T1_2 80 0 R 8.339 0 l 1.112 -2.02 0.965 -2.039 0.775 -2.039 c 1.644 0.281 m 1.44 0.039 l -0.631 0 -1.199 -0.709 -1.199 -1.817 c Section 600 - Water Distribution System - Apex, NC 2.41 3.971 2.935 3.574 2.935 2.397 c PDF Ductile-Iron Pipe and Fittings - American Water Works Association /Annots [ 18 0 R ] All eyes are on that gauge in hopes of validating the work was successfully completed. -0.109 -0.523 -0.285 -0.736 -0.285 -1.103 c /Annots [ 18 0 R ] -1.35 -1.464 -1.141 -1.526 -0.922 -1.526 c 0.63 -4.549 1.126 -5.361 1.126 -6.366 c /GS2 63 0 R 1.925 -1.773 l -0.025 Tc 4.127 -1.702 3.787 -1.645 3.446 -1.645 c Q 0 -5.353 l 10.112 -7.913 l 1 -1.483 1.136 -1.302 1.383 -0.945 1.383 c /CS0 66 0 R /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] adobe:docid:indd:5cad130e-228d-11dd-b753-bc3d6c84f515 xmp.id:aed345ab-73fa-5f4a-b0b4-cf6ed22bbb08 0.383 -2.524 0 -1.205 0 0 c 2 w 4.011 0 l 1.9 -7.091 l -48.679 -1.25 Td q 0 0 m Her response, "That was the only pot I had!". 10.111 -7.913 l Q 0.012 Tc 0 0 m f Practice patience. 0 0 m 2.792 0.62 2.047 -1.787 2.016 -1.905 c 0.637 -3.565 l Q 0.98 0.76 l %PDF-1.5 Q xmp.iid:28f67be3-fa47-ce4c-bc0d-4b89626fd7b4 1.901 -7.304 l 4.952 8.226 4.817 7.399 4.714 6.882 c -0.471 0 l -0.471 0.465 l AWWA is the voice of water in the nation's capital. 3.793 -3.318 l 4.808 -7.304 l f Q /MediaBox [ 0 0 612 792 ] Appendices: Containsadditional guidance and reference materials for applicationof the standard. q 0.699 0 l 0 g Tj 3.801 -2.808 3.006 -3.148 2.085 -3.148 c Q 02702 - 2 of 6 Kansas City, Missouri Revised 07/31/20 Water Services Department Standard Specifications 1.07 CONTRACTOR SUBMITTALS A. 0 0 m AWWA C600 is a standard for pressure testing of municipal water systems. V} 8(cc*^b @"'vNz5rpI{UyIK g[;lH)F7k+& .O{tY~ K`L"N2G. 6666 West Quincy Avenue, Denver, Colorado 80235, The testing methods described in this section are specific for water-pressure, testing. -1.158 -2.466 -0.062 1.787 -0.01 1.994 c xmp.did:1c4714f5-eb15-8f40-9b40-cde12344e46e q 114.677 689.055 1.901 -1.816 re 1.327 -2.652 l S -4.325 -3.83 l /Contents 104 0 R /Resources << 2.562 0.808 2.005 1.298 1.278 1.298 c B. There is also a benefit to documented standards compared to word-of-mouth training. Therefore, the number of times a line is exercised may vary. 1.887 0.423 1.577 0.732 0.832 0.732 c -2.12 -0.247 -1.649 -0.713 -0.841 -0.713 c 0 -1.125 TD 0 0 m The dangers of compressed air cannot be over emphasized. >> 4.51 -2.411 m 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. f 1.246 -2.211 l 0.823 -6.083 0 -5.161 0 -3.715 c q -0.76 -1.526 -0.504 -1.464 -0.504 -1.227 c 2.936 0.694 2.851 0.17 2.539 -0.241 c -1.851 -4.623 -1.468 -4.239 -1.075 -3.722 c 0 0 m /Width 179 /Annots [ 18 0 R ] /Parent 1 0 R First edition approved by AWWA Board of Directors May 8, 1977.This edition approved Jan. 14, 2017. q 0.666 0.076 m endobj 10.083 -7.913 l >> -4.325 -3.829 l Q }K ^5azrXq* HE+3X ? m:eVRw~XK+UbMWr1sMgG&o~y$PPz:0NeRdi*YO]HRT,dYVur23HU45xUp h 0 Tc -0.314 0.292 m The trench type specified for the project is intended to balance the external forces involved but will not eliminate movement. /Rotate 0 >> 0 0 m If there is a conflict between the two the more conservative shall apply.