awwa c600 testing requirements pdfmaria yepes mos def

/T1_1 85 0 R 0.699 0 l 0 0 m IG,8,1K$%4O_f[Gm7{[/=)wO xs?2QR(6e+qP! 0.637 -1.141 l The design engineer and owner anticipate news of a tight line, ready to serve hundreds or thousands of customers, or provide water to a new facility where a multitude of neighbors may find employment. 0.023 -0.32 l 0 -1.446 l 0 0 m 3.673 -1.22 3.29 -2.524 1.829 -2.524 c >> Attention to detail is of the utmost importance: Anyone who has searched for a leak will attest to the importance of proper installation. Leakage shall not be measured by a drop, These formulas are based on an allowable leakage of 11.65, gpd/mi/in. /GS0 62 0 R -48.679 -1.25 Td -0.907 1.745 -0.354 1.659 0.17 1.503 c Special consideration must also be given when multiple piping products are used.". q 5.658 2.183 3.999 3.645 1.829 3.645 c 2.935 0.695 2.85 0.17 2.538 -0.241 c /Type /Page 1.9 -10.636 l f -1.35 -1.464 -1.141 -1.526 -0.922 -1.526 c 4.666 2.283 l /Subtype /Link 4-1 Performance test on 36-in. 1 0 0 1 159.51871 680.71609 cm 0 0 m /Annots [ 18 0 R ] 3.801 -2.808 3.006 -3.148 2.085 -3.148 c 0.637 -2.097 l f 4.51 -2.411 m h /Height 122 q 4.808 -2.51 4.793 -1.304 3.574 -1.304 c 0 0 m 2.512 5.607 l 0.646 -2.097 l 3.957 -7.913 l The purpose of this standard is to provide the minimum requirements for fusion-bonded epoxy coatings and linings for steel water pipelines and fittings, including materials, application, and testing. -0.742 0.104 -0.946 0.043 -0.946 -0.167 c ET 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. q 0.637 -2.448 l 378 341.102 l /C2_0 39 0 R h Q 0 g Water temperature is not typically a huge factor during hydrostatic testing but must be considered at times. -1.593 -3.574 -1.924 -2.88 -1.924 -2.2 c -0.019 Tw 1.901 0 l >> The last two digitsindicatethe year itwas approved, withany applicablerevision information listed at the bottom. h 0.956 -0.262 l Q Each AWWA Standard is developed by a dedicated volunteer committee and is subjected to a rigorous formal approval process. 1 0 0 1 275.71581 358.4276 cm American National Standards Institute accreditation of AWWA Standards is your additional assurance of excellence. /Filter /FlateDecode II. /T1_2 49 0 R 0.637 -1.141 l 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. -1.341 -1.978 -1.745 -1.431 -1.745 -0.685 c -1.35 -1.464 -1.141 -1.526 -0.922 -1.526 c /Font << 0 -2.448 l (\037\036) Tj 1.801 -0.993 l /CS0 66 0 R 0.637 -2.448 l 0 0 m h From source to storage, from treatment to distribution, AWWA Standards cover the products and processes related toall areas of water treatment and supply. f -0.741 0.104 -0.946 0.043 -0.946 -0.167 c h >> 1 0 0 1 314.9429 356.95641 cm Q 0 0 m -15.094 -1.221 -15.561 -2.749 -15.561 -4.258 c 1.075 -1.278 0.922 -1.364 0.728 -1.364 c -0.207 -0.704 l 1.603 -2.283 2.553 -1.829 2.993 -1.021 c -1.964 -1.462 l 6.311 -7.303 l <0e1e> Tj q 0.31 -6.646 m 4.187 0.266 3.246 -1.034 1.809 -1.034 c 4 0 obj Q 1 0 0 1 349.4077 372.07069 cm -1.158 -2.466 -0.062 1.787 -0.01 1.994 c 0 g Q Q 0.617 0.954 m 1 0 0 1 210.1304 685.90669 cm -0.006 Tw Q 1.887 0.424 1.578 0.732 0.832 0.732 c Committee Personnel: Lists the expert volunteers who are responsible for developing and updatingthe standard. Q -0.083 -1.432 0.238 -1.151 0.62 -0.635 c Service Taps 0.327 -1.024 0.327 -1.007 0.319 -0.866 c March 2003. >> /MediaBox [ 0 0 612 792 ] 6.262 11.88 274.426 274.027 re (Revision of ANSI/AWWA C600-10) AWWA Standard Installation of Ductile-Iron Mains and Their Appurtenances Effective date: July 1, 2017. 0 -1.2 TD 0 0 m 4.808 -3.404 l 0.666 0.076 m AWWA C600 Pdf Free Download - Pdf Keg HLN0y 0.32 5.08 l 3.588 1.39 l -0.009 Tw 3.9 0.17 4.098 0.17 4.297 0.113 c 1.076 0 Td ET f 0.553 -1.56 l /GS3 63 0 R 0 -7.303 l 4.313 0.482 3.235 -1.599 0.469 -1.599 c AWWA C605-13 Underground Installation of Polyvinyl Chloride (PVC) and -2.822 -1.659 0.482 -0.922 0.482 -3.56 c -2.12 -0.247 -1.649 -0.713 -0.841 -0.713 c 1 0 0 1 78 595.8992 cm Her husband does not understand why she is cooking a 5-pound turkey in a 10-pound pot. f 4 M -1.745 0.023 -1.326 0.584 -0.561 0.584 c /GS1 65 0 R Includes f (\030\034) Tj 0.254 0 l q /ColorSpace << -1.433 4.084 l /GS0 62 0 R 4 M 5.049 -1.305 l 0 -0.591 -0.403 -0.694 -0.507 -0.694 c -0.326 3.645 -1.985 2.183 -1.985 -0.227 c Laying 1. . 1.477 -0.988 l /GS3 63 0 R 1.659 2.652 l hbbd``b`@ U,OT aH11012X10 30 )~ -0.41 0.098 -0.732 -0.235 -0.732 -0.634 c T* /Type /Page Files AWWA C600-17 Installation of Ductile-Iron Mains and Their Appurtenances .More Information List Price: $140.00 Member Price: $98.00 Quantity: The bride responds, "That's the way mom did it." /GS0 62 0 R /CS0 66 0 R 11.317 -9.898 l 1 0 0 1 342.3291 356.95641 cm Q /T1_0 85 0 R /T1_1 80 0 R 1.887 -0.299 l h PDF Section 15044 Pressure Testing of Piping Part 1 - General /BleedBox [ 0 0 612 792 ] 85.92 0 0 58.31999 257.28152 276.09309 cm >> f 1.273 -2.056 1.291 -2.131 1.336 -2.205 c f 3.143 2.156 3.06 1.698 2.978 1.358 c 44.625 0 Td /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] << Q W/{N\ldp6mi=\2+'/8`s32A^@V.D=0kgz1>:+.O~ MHX]iL"@HE.s L,mrd_tUqbNF7 0 0 m 0.002 Tw 6.046 0 l Web hydrostatic testing of water mains as a minimum, all water mains shall be tested in accordance with the hydrostatic testing requirements of ansi/awwa c600. Consult with the TMWA engineer and inspector . /Resources << /GS0 62 0 R -4.027 -4.367 -3.404 -4.553 -2.751 -4.553 c 1.852 4.186 1.7 5.835 0.19 5.835 c (\031) Tj h 2.938 -3.318 l 0.603 0 l h q -4.623 -4.07 l 468 0 l 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. 6.778 -10.636 l -2.269 -4.553 -1.503 -4.367 -1.503 -3.659 c 1 0 0 1 93.561 710.6586 cm /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] Adobe PDF Library 15.0 0.96 0.96 0.96 rg f 0 g 0.001 -0.704 l Q 1 0 0 1 341.23779 370.244 cm 0 0 m /GS2 64 0 R /T1_2 85 0 R This includes material selection, testing methods and procedures, inspection requirements, and record keeping. -0.631 0 -1.199 -0.709 -1.199 -1.817 c q 0.254 0 l AWWA C213-22 Fusion-Bonded Epoxy Coatings &Linings for Steel Water Pipe & Fittings, AWWA C230-22 Stainless-Steel Full-Encirclement Repair &Service Connection Clamps for Pipe, AWWA C623-22 Cured-In-Place Pipe (CIPP) Rehabilitation of Pressurized Potable Water Pipelines, AWWA G560-22 Stormwater Management for Water Utilities, Copyright 2023 American Water Works Association, AWWA Comment Period for AWWA E200 Progressive Cavity Chemical Metering Pumps, AWWA Comment Period on ANSI/AWWA C907-XX Injection-Molded Polyvinyl Chloride (PVC) Pressure Fittings, 4 In. 0.346 -1.058 l 10 0 0 10 450.4713 730.5001 Tm Contact Us, McWane Ductile product engineers or sales representatives, ANSI/AWWA C600 Installation Guide for Ductile-Iron Mains and Their Appurtenances. 0 0 m -0.631 0 -1.2 -0.709 -1.2 -1.817 c 0.637 -2.448 l 1 0 0 1 281.15379 359.6918 cm 0.475 0.399 0.899 -0.576 1.934 -0.576 c /Producer (PyPDF2) 11.969 0 l h 2.937 -3.318 l 3.588 1.391 l f 4.736 -1.545 4.708 -1.035 4.693 -0.482 c /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] /TrimBox [ 0 0 612 792 ] /XObject << 0.956 -0.261 l T* f 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. q -0.775 -2.999 -0.816 -3.043 -0.91 -3.043 c /CropBox [ 0 0 612 792 ] 1.203 0 l 8 0 obj 0 1.091 0.596 2.17 1.829 2.17 c 10.112 -7.913 l 0.626 -0.986 0.344 -1.267 0 -1.267 c 1.153 -0.993 l This edition approved Jan. 14, 2017. /Contents 68 0 R 3.319 -6.025 2.879 -6.083 2.312 -6.083 c n 4.326 -1.751 l q -0.021 Tw Prime the pump to remove all air prior to engagement with the line. q 8.339 0 l III. 1.246 -1.982 l 4.127 -1.702 3.787 -1.645 3.446 -1.645 c /BleedBox [ 0 0 612 792 ] Q 0 0 0 1 K /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] /T1_0 1 Tf 1.015 4.593 0.622 4.352 0.622 3.832 c /Type /Page -0.742 0.104 -0.946 0.043 -0.946 -0.167 c 0.559 6.232 0.527 6.439 0.134 6.498 c -1.745 0.023 -1.326 0.585 -0.561 0.585 c 1.892 -1.045 1.887 -0.861 1.887 -0.613 c /Annots [ 18 0 R ] 0 Tw 10.721 -7.303 l f /Type /Page /Contents 91 0 R h 0 0 m C600-17 Installation of Ductile-Iron Mains and Their Appurtenances /MediaBox [ 0 0 612 792 ] The make-up water is measured and documented after each test. 1.901 3.46 l q /Resources << /T1_0 1 Tf -0.238 -1.483 -0.038 -1.416 0.071 -1.369 c 0.637 1.16 l f /T1_5 47 0 R 1.04 SUBMITTALS A. 5.658 2.184 3.999 3.644 1.829 3.644 c f /Rotate 0 /Rect [ 21.6 756 597.6 792 ] 1.203 0.465 l /T1_2 80 0 R -4.807 1.007 -3.432 1.702 -1.943 1.702 c /MediaBox [ 0 0 612 792 ] This Standard Describes Underground Installation And Pressure Testing Requirements For. f f 1 0 0 1 273.2827 349.7504 cm q 0.072 -4.829 -0.517 -5.066 -0.951 -5.066 c f /Type /Annot f hydrostatic testing Q -0.404 -8.773 0.31 -8.093 0.31 -6.646 c -0.844 0 l /ColorSpace << BT /GS2 63 0 R 0.33 -0.761 0.685 -1.294 1.561 -1.294 c 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." 1. A substantial increase in the amount of make-up water as the pressure is increased indicatesa leak is present. /CS0 66 0 R 0 0 m /MediaBox [ 0 0 612 792 ] 3.035 -1.247 3.035 -1.73 3.106 -2.113 c /T1_0 34 0 R q h /F1 54 0 R 0.012 Tc Test Report 1. 2.792 0.62 2.047 -1.787 2.016 -1.905 c -1.207 -0.247 -1.483 -0.024 -1.511 0.371 c The water balloon will simply fall to the ground while pieces from the air balloon may travel several feet when popped. 0.603 -0.328 0.865 0.057 1.245 0.057 c 0 0 m endobj BT BT -0.317 -1.599 l 0 0 m f 1.05 -1.545 1.159 -1.522 1.227 -1.478 c /T1_2 49 0 R h 4.68 0.056 4.666 0.61 4.666 1.347 c -2.12 -0.247 -1.649 -0.713 -0.841 -0.713 c 3.593 -2.448 l 0.556 1.297 0 0.808 0 0 c -2.578 -12.623 1.166 -8.879 1.166 -4.258 c 0.383 -2.525 0 -1.206 0 0 c (\031) Tj 1.44 -0.603 l Q -3.05 -5.362 -3.422 -4.933 -3.422 -3.796 c 3.389 -2.652 l AWWA C600 - Installation of Ductile-Iron Mains and Their - GlobalSpec f It outlines the requirements for performing hydrostatic tests on all types of pipes, valves, and other associated equipment. 0.403 -3.367 0.972 -2.658 0.972 -1.565 c Q h f /GS2 gs 4.529 0 l 6666 West Quincy Avenue, Denver, Colorado 80235, The testing methods described in this section are specific for water-pressure, testing. 0.023 Tc k -1.29 1.617 -1.816 0.978 -1.816 -0.113 c 0.078 -0.32 0.229 -0.32 0.229 -0.456 c 2.995 7.434 4.313 5.709 4.313 3.057 c >> 1.903 0 l 5.645 0 l 0.323 -1.065 m q -2.467 0.27 -3.219 -0.666 -3.219 -2.042 c /ExtGState << -1.108 -1.992 -1.354 -1.949 -1.587 -1.887 c -2.657 -8.979 -2.687 -8.847 -2.636 -8.684 c 0 0 m 1 0 0 1 36 86.4 Tm American Water Works Association water industry publications include Standards, Manuals, Journal, Opflow and more. 4TusQ2+$ho71#A ={ ZN6b3j:OZRIm IO{IM^94mUHx*4O h|o@mBv`! 0.604 -0.328 0.866 0.058 1.246 0.058 c 0.214 0.162 0.485 0.266 0.756 0.266 c 4.255 -4 5.658 -2.326 5.658 -0.227 c h -2.269 -4.551 -1.503 -4.368 -1.503 -3.659 c 0.482 -5.261 -1.035 -5.942 -2.581 -5.942 c 0.637 0.465 l Can the AWWA M41 Manual Really Fit in Your Pocket? 0.19 7.434 l /TT0 60 0 R 0.009 Tc -1.706 -1.418 l /Contents 17 0 R 0 Tc 1.659 2.652 l HyTW/B(^ !DQJ*(BD,B]U"(""eZ+2[z k]P f /T1_2 1 Tf 1.9 -7.091 l 2.396 -0.128 3.261 0.17 3.971 0.17 c /T1_3 1 Tf 2.081 -1.294 2.499 -0.964 2.499 -0.533 c 1 0 0 1 123.3138 684.3322 cm Q /Rotate 0 Therefore, the number of times a line is exercised may vary. 1 0 0 1 366.19099 370.244 cm -1.076 -1.25 Td This will enhance the probability of removing aII air from the conduit. 0.689 -0.262 0.376 -0.286 0.133 -0.405 c 0.637 0.465 l 0 0 m Considering the allowable make-up water may alleviate this issue. -51.862 -1.25 Td 3.021 -1.021 l 2.085 0 l 0 0 m 1.44 -0.603 l 1 0 obj 1 0 0 1 266.0005 357.77139 cm /Resources << 0.683 3.19 0.796 2.924 0.703 2.585 c 0.525 -0.894 0 -0.624 0 0 c 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. 1 0 0 1 288.61079 350.26311 cm Adobe InDesign CC 2017 (Windows) /CropBox [ 0 0 612 792 ] [ (\033) -3 <1314> 6 (\034) 4 <1512> ] TJ 0 0 m 3.077 2.17 3.673 1.12 3.673 0 c 0.298 -5.658 l 1.616 0.292 0.89 0.292 0.736 0.292 c f 0.689 -0.261 0.376 -0.285 0.133 -0.404 c 3.793 -3.318 l 114.677 689.055 1.901 -1.816 re 0 0 m -0.761 -1.526 -0.504 -1.464 -0.504 -1.226 c -1.461 4.084 l /Parent 1 0 R 4.012 0 l 1 0 0 1 227.5452 684.3746 cm Q q 0 0 m IV. /ExtGState << f 3 0 obj 0 -9.033 l f -0.025 Tc q 1.901 -4.027 2.071 -4.608 2.794 -4.608 c 0 5.835 l 0 0 m 0 g 4.44 -3.425 l Together, we are Building Iron Strong Utilities for Generations! Pages 11-11. /TrimBox [ 0 0 612 792 ] -1.744 1.849 -2.12 1.264 -2.12 0.556 c 1.827 -3.997 l h h -0.285 -1.569 0.138 -1.83 0.57 -1.83 c >> 2.781 -2.334 1.964 -3.043 1.396 -3.043 c -0.713 2.585 -0.082 3.19 0.434 3.19 c f >> 1.739 -3.318 l 2 0 obj 1.901 0 l q -2.426 5.659 l 0.575 -0.555 l The pump should be isolated from the line during the actual test period. -0.403 -0.62 -0.641 -1.299 -0.765 -1.728 c /T1_3 80 0 R 1.126 0 Td First edition approved by AWWA Board of Directors May 8, 1977.This edition approved June 20, 2010. 1.996 0.058 2.248 -0.352 2.248 -0.903 c 4.1.1.2 Test pressure shall not exceed pipe or thrust-restraint design pressures. Installing Ductile-Iron Mains 0.104 -1.802 -0.279 -1.788 -0.703 -1.788 c 11.969 0 l AWWA C600 - Installation of Ductile-Iron Water Mains and Their Appurtenances. /TrimBox [ 0 0 612 792 ] 0.335 -0.222 0.091 -0.222 0.04 -0.222 c highway and railroad crossings /Font << 1.334 8.005 2.223 9.186 3.598 9.186 c (\037) Tj 1.49 -0.913 1.616 -0.662 1.616 -0.389 c -1.341 -1.977 -1.745 -1.431 -1.745 -0.685 c 1.112 -2.02 0.965 -2.039 0.774 -2.039 c -0.109 -0.522 -0.285 -0.736 -0.285 -1.103 c 1.44 0.039 l Q -1.416 -3.929 -1.685 -4.106 -2.202 -4.711 c %PDF-1.3 % 0.383 -2.524 0 -1.205 0 0 c *Reminder - connect the gauge to the pipe, not the pump. (\030\034) Tj 0 Tw 2.61 0 l -1.851 -4.623 -1.468 -4.239 -1.075 -3.722 c -0.732 -1.034 -0.408 -1.365 0.001 -1.365 c Fromdesign to installation, we take great pride in providing education and trainingto water professionals throughout the water and waste water industry. h h 4.297 -1.801 l 8.821 -2.95 l h If, as a last resort, testing with air is the only option, there are items of concern: An example to compare water and air: fill one balloon with water and the second with air. /Rotate 0 0 0 m 1.085 0.443 1.706 -0.517 1.706 -1.728 c /T1_2 85 0 R Q Yes, a ductile iron cap is heavier than a balloon, which ultimately means it will do more damage when it lands. /T1_2 29 0 R 1 0 0 1 166.1125 684.5168 cm >> Q 0 0 m 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. -5.204 0.071 -3.957 1.745 -1.674 1.745 c /T1_0 34 0 R [ (\037) -3 (\036) -4 (\035) 2 (\034) -13 (\033) -30 (\032) -13 (\032) 2 (\033) 3 (\034) -17 (\031) 15 (\030) 18 <1e1718> 15 <1617> ] TJ 1.887 0.423 1.578 0.732 0.832 0.732 c -1.079 -1.136 -0.865 -1.483 -0.419 -1.483 c 0.699 0 l 8 0 0 8 172.5585 29.684 Tm 1.975 -2.053 1.964 -2.186 2.037 -2.186 c stream << -3.422 -2.836 -3.018 -1.152 -2.109 0.015 c q from application/x-indesign to application/pdf 0.086 0.978 0.624 1.716 1.687 1.716 c 0 -7.303 l 116.791 671.059 1.9 -7.304 re 1.852 -3.997 l Appendices: Containsadditional guidance and reference materials for applicationof the standard. -0.002 Tc 0.006 Tc h 4.41 -2.95 l )` 1 0 0 1 178.9321 685.90669 cm %PDF-1.3 q 4.779 -2.114 l 0 Tw 5.191 -9.898 l q 10 0 0 10 258 228.8749 Tm an adequate length away from valves and fi ttings in accordance with AWWA . Aw=g cN-k/{pq)MN###2&icaZ/xg=Jh.dqW^}x-K>z /T1_0 1 Tf Engineering professionals often include on-site training by the manufacturer in the project specification to ensure training is completed. /Annots [ 18 0 R ] 1.887 0.423 1.577 0.732 0.832 0.732 c 0.709 5.361 -0.283 5.148 -1.021 4.807 c 5.191 -9.898 l endobj 1.696 0.803 1.896 0.451 1.896 0.076 c /Font << -7.239 16.887 l 3.035 -1.249 3.035 -1.73 3.106 -2.114 c -0.013 Tw Keep in mind there are documented procedures and knowledgeable McWane Ductile staff available for assistance. 1.603 -2.283 2.553 -1.829 2.992 -1.021 c /TT0 60 0 R /CropBox [ 0 0 612 792 ] 1.383 -0.57 1.269 -0.55 1.155 -0.55 c 1.126 0 Td 4.666 4.439 3.744 5.361 1.518 5.361 c 1.801 -0.979 2.581 0.17 3.716 0.17 c -0.314 -2.205 l /BleedBox [ 0 0 612 792 ] 0.025 Tw [ <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 << -1.403 1.391 l JRhas been with McWane Ductile for more than 30 years, starting on the ground floor. ET 3.673 -1.22 3.29 -2.524 1.829 -2.524 c /GS0 62 0 R 4.779 -2.113 l /Type /Page >> /GS1 65 0 R 0 -0.704 0.47 -1.265 1.279 -1.265 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.

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