-0.775 -2.999 -0.816 -3.043 -0.91 -3.043 c -1.199 -2.688 -0.755 -3.19 -0.176 -3.722 c 2.411 3.972 2.936 3.574 2.936 2.397 c 0 -10.636 l /Type /XObject 1.307 -0.642 l /BleedBox [ 0 0 612 792 ] 1.81 -3.118 2.798 -2.148 2.798 -0.937 c 1.092 2.397 0.156 2.326 -0.567 1.971 c 2.792 0.62 2.047 -1.787 2.016 -1.905 c /T1_3 24 0 R 2017-06-12T13:26:24-06:00 f -4.325 -3.829 l The last two digitsindicatethe year itwas approved, withany applicablerevision information listed at the bottom. 1.83 -0.993 l >> 0.709 5.361 -0.284 5.148 -1.021 4.808 c /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] /Annots [ 18 0 R ] /C2_0 39 0 R Complimentary on-site training services are provided upon request by McWane Ductile product engineers or sales representatives to ensure installation crews are empowered with the knowledge to complete the process. 4.255 -4 5.658 -2.326 5.658 -0.227 c The purpose of this standard is to define the minimum requirements for a water utilitys stormwater management program, including management of stormwater on water utility sites, addressing water quality and water quantity You can be confident when you select products and processes that meet the requirements of AWWA Standards. -0.41 0.098 -0.732 -0.235 -0.732 -0.634 c 0.69 -0.262 0.376 -0.285 0.133 -0.403 c >> 3.9 0.17 4.098 0.17 4.297 0.113 c 8.339 0 l /GS2 gs 1 0 0 1 330.1631 377.6781 cm -1.706 -1.418 l -0.285 -1.568 0.138 -1.83 0.57 -1.83 c %PDF-1.5 /CS0 66 0 R 2.623 -9.898 l -1.593 -3.574 -1.924 -2.88 -1.924 -2.2 c h q 1. Privacy Policy /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] h q 6.949 -1.985 l f 0.6 7.089 1.148 7.384 1.52 7.665 c >> 0 0.465 l 0 -7.304 l 6666 West Quincy Avenue, Denver, Colorado 80235, The testing methods described in this section are specific for water-pressure, testing. 13.8 TL 0.603 -0.332 l Duration of the test is two hours. Q 6.467 -1.305 6.311 -2.808 6.311 -3.758 c 4.68 0.056 4.666 0.61 4.666 1.347 c h /GS2 gs /Parent 1 0 R 1.307 -0.642 l /GS1 65 0 R Q 4TusQ2+$ho71#A ={ ZN6b3j:OZRIm IO{IM^94mUHx*4O h|o@mBv`! from application/x-indesign to application/pdf 1 0 0 1 109.1611 685.90669 cm -0.01 Tc 1.925 -1.773 l Heenjoys spending time with his church where he is a speaker and treasurer, as well as spending time with his wife Susan and their two daughters, Katelyn and Shannon on their farm in Ohio. /T1_1 85 0 R xmp.id:aed345ab-73fa-5f4a-b0b4-cf6ed22bbb08 The Mc Wane Ductile Double Bump protocol is an excellent diagnostic process written for operators to differentiate a leak from trapped air: If the amount of make-up water remains the same or slightly improves, this is an indicates trapped air. Q /Contents 103 0 R 3.801 -2.808 3.006 -3.148 2.084 -3.148 c 4.149 -5.353 l f h 3.602 -3.83 l Appendices: Containsadditional guidance and reference materials for applicationof the standard. 0.012 Tc h f endobj >> >> Test requirements are set by considering the following: The hydrostatic test parameters must be clearly defined during the design phase and stated in the project specifications. 8.765 -9.898 l 1.293 3.318 l 0.018 Tc Pages 11-11. 3.035 -1.247 3.035 -1.73 3.106 -2.113 c 1.023 0.518 0.972 0.709 0.786 0.709 c 1 0 0 1 144.24471 688.50121 cm 6.949 -1.985 l Q -1.55 -1.364 l /GS2 63 0 R -0.284 6.069 l /F1 54 0 R /T1_3 85 0 R 0 -2.448 l /Border [ 0 0 0 ] 13.898 0 l >> -0.589 1.383 -0.447 1.117 -0.428 0.808 c The test pump is to be connected at the lowest point of the line. 4.529 0 l 0 0 m /BleedBox [ 0 0 612 792 ] /BleedBox [ 0 0 612 792 ] 0 Tw Submit the following in accordance with Section 01300 Submittals: - 1. 0 0 m 1 0 0 1 314.4575 377.6781 cm /Type /Page >> /Contents 93 0 R -1.744 1.849 -2.12 1.264 -2.12 0.556 c /Annots [ 18 0 R ] 0.2 0.5 0.3 RG -0.864 -4.231 0.391 -2.977 0.391 -1.428 c /Annots [ 18 0 R ] Ri pu>,s(^ FIRc;ZS"]MN??$WQ?RPNhNN!7ofGyvj81k9FM&tlrV^$~>c+o%d 0 Tw <>/XObject<>/ProcSet[/PDF/Text/ImageB/ImageC/ImageI] >>/MediaBox[ 0 0 612 792] /Contents 4 0 R/Group<>/Tabs/S/StructParents 0>> 1.773 0 l It may be necessary to supplement this standard with special requirements not included in this standard (see foreword, Sec. 0 Tc 15 0 obj gfg??^W~3ZDeL{&. Q 0.575 -0.555 l 1.776 -1.599 l 0.813 -0.052 1.083 0.057 1.417 0.057 c 1.613 -0.975 1.995 0.473 2.233 1.211 c All head pressure will thus be included in the reading on the gauge. /Type /Page Q 11.317 -9.898 l /C2_0 39 0 R 0.181 1.227 -0.076 1.849 -0.984 1.849 c h W -1.416 -3.929 -1.685 -4.106 -2.202 -4.711 c ET >> /S /URI 3.716 -5.913 l /C2_0 1 Tf 1.901 1.391 l f It is good practice to allow the system to stabilize at the. 0.01 Tw 0.637 0.465 l All eyes are on that gauge in hopes of validating the work was successfully completed. /TT0 60 0 R 3 0 obj /ColorSpace << -1.461 4.084 l -1.207 -0.247 -1.483 -0.024 -1.511 0.371 c Q Q 1.273 -2.056 1.291 -2.131 1.336 -2.205 c -0.34 0.156 -0.709 0.27 -1.29 0.27 c q -0.761 -1.526 -0.504 -1.464 -0.504 -1.226 c The trench type specified for the project is intended to balance the external forces involved but will not eliminate movement. 0 -2.448 l q 1 0 0 1 203.22459 682.4324 cm 0.823 -6.083 0 -5.161 0 -3.715 c AWWA C600-17 Installation of Ductile-Iron Mains and Their - Store 0.31 -6.646 m f /TT0 60 0 R 6.438 -3.333 l All rights reserved. Delivery covershow the product can be packaged, marked, and shipped. /BleedBox [ 0 0 612 792 ] 1.706 -2.939 0.899 -3.604 0.103 -4.017 c /Type /Catalog /MediaBox [ 0 0 612 792 ] >> 4.41 -2.269 4.41 -1.305 3.318 -1.305 c -0.352 0.57 -0.157 0.522 0.042 0.479 c 1 0 obj endobj Documentsincludes anyreferenced papers 1.086 0.443 1.706 -0.517 1.706 -1.728 c << Can the AWWA M41 Manual Really Fit in Your Pocket? 10 0 obj f [ <0b> -10 <0a> 15 <0a> 17 <14> -17 <10> -21 <1c121e> -1 (\033) -28 (\036) 13 <13> -7 <12> -14 (\035) ] TJ /T1_4 49 0 R 1. /T1_0 34 0 R 1.801 0 l 1.871 4.445 1.334 5.332 1.334 6.395 c /Annots [ 18 0 R ] 1.649 2.652 l 0.972 -0.664 0.62 0 0 0 c 0 -0.704 0.47 -1.265 1.279 -1.265 c 0.085 0.978 0.624 1.716 1.687 1.716 c 1 0 0 1 278.43021 349.7357 cm 2. 85.92 0 0 58.31999 257.28152 276.09309 cm /GS1 gs W h -0.109 -0.522 -0.285 -0.736 -0.285 -1.103 c /ColorSpace << q HLN0y iN+ _L3a: g5wV~o;?yG$(s-^PZLG-Hr@ZrJC"Q{{\z&Y9 N#)'!]:2;vJDx;k9*HUM+i~B5V@XVZprCR+:Xm q h /GS3 63 0 R >> Test pressures for the various services and types of piping are shown at the end of this section in Table 15044. 1.383 -0.57 1.268 -0.551 1.155 -0.551 c 2.212 -2.186 2.708 -1.698 3.008 -1.182 c -3.304 -5.942 -4.042 -5.814 -4.736 -5.63 c 0.637 -2.448 l /GS1 65 0 R 0 1.091 0.596 2.17 1.829 2.17 c q Effective . q -0.284 6.069 l 4.127 -1.702 3.787 -1.645 3.446 -1.645 c >> @tn&!L8 nEI `g0 q+B@\.XCL> F6#`a -0.341 6.572 l -6.382 -3.829 m 1.153 -0.993 l WARNING: The testing methods described in this section are for water-pressure testing only. -1.986 -2.326 -0.581 -4 1.829 -4 c /GS2 gs -1.686 -4.859 -2.295 -5.657 -2.295 -6.941 c The Contractor shall submit a test report which includes the following PDF/X-1:2001 /GS2 63 0 R -1.026 1.903 -1.845 3.848 -2.398 5.659 c n -1.503 -2.226 -4.807 -3.204 -4.807 -0.568 c q /Annots [ 18 0 R ] 4.779 -2.113 l /GS2 gs Q 468 0 l (\037) Tj /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] 2 w >> 0.761 -1.446 l 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. 0.346 -1.058 l 0.823 -6.084 0 -5.162 0 -3.715 c 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. -0.127 -3.044 -1.357 -2.232 -1.89 -0.761 c 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 -0.581 0.199 -1.007 0.312 -1.701 0.312 c q 1 0 0 1 128.63091 669.668 cm 3.673 -1.22 3.29 -2.524 1.829 -2.524 c q /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] 0 0 m /T1_2 1 Tf /CropBox [ 0 0 612 792 ] PDF Section 02702 -testing Requirements for Sanitary Sewer: Mains and Manholes 2.411 3.971 2.936 3.574 2.936 2.397 c /F1 54 0 R -1.344 -4.726 -1.996 -5.362 -2.646 -5.362 c 0.561 0.732 0.228 0.661 -0.019 0.547 c 2.938 -3.318 l (\031) Tj L/6wqk0'*YVGRhZp--/-Pbhsu).riZ*s{JWDVy?lF0 .Q^ [ <17> -18 <17> -18 <17> -18 <17191a11> -11 <0e> -16 <06198b> -20 (\210) -8 <0f> -8 <0c> -17 <07> -18 (\235\031\037) -2 <10> -10 <11> -12 <0c> -10 (\210) -16 <1119> ] TJ f -0.021 Tw -2.822 -1.659 0.482 -0.922 0.482 -3.56 c h q endobj f 1.901 -4.027 2.071 -4.608 2.794 -4.608 c q /T1_4 80 0 R /TT0 60 0 R xmp.iid:28f67be3-fa47-ce4c-bc0d-4b89626fd7b4 Copyright 2023 McWane Ductile. -0.504 -0.746 -1.611 -1.074 -1.611 -0.191 c Q HyTW/B(^ !DQJ*(BD,B]U"(""eZ+2[z k]P 1.616 0.292 0.89 0.292 0.736 0.292 c /GS3 63 0 R Q -0.001 Tw /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] 0 0 m Q AWWA C600-10 Installation of Ductile-Iron Mains and Their - Store q 1.202 0 l 0 -7.303 l 1.307 -0.832 1.279 -1.008 1.174 -1.146 c 0 0 m 0 0 0 1 K 1.245 -1.982 l 1.827 -3.997 l 0 0 m -0.631 0 -1.199 -0.709 -1.199 -1.817 c 0.181 0.371 l >> 0 0 m f 0 g /Type /Page Approved by American National Standards Institute Feb. 14, 2017. endstream endobj 173 0 obj <> endobj 174 0 obj <> endobj 175 0 obj <>stream q /GS0 62 0 R -0.325 3.659 0.483 3.972 1.291 3.972 c /CropBox [ 0 0 612 792 ] h 1.126 0 Td >> 0.637 1.16 l 0.96 0.96 0.96 rg 37.179 0 Td 6.111 0 Td f 1.801 -0.979 2.581 0.17 3.716 0.17 c 1.801 -0.993 l h /C2_0 39 0 R (\030\034) Tj IV. 69.124 14.772 l 1.696 0.803 1.896 0.451 1.896 0.076 c 3.021 -1.021 l 0.1 -1.896 l h 10 0 0 10 258 228.8749 Tm 0.799 3.679 l -1.815 -3.148 -0.411 -4.539 2 -4.539 c /TrimBox [ 0 0 612 792 ] /Contents 17 0 R 1.716 -1.659 l 0.021 Tc %%EOF /CS0 66 0 R 0 0 m 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 0 m 0.4 -1.365 0.731 -1.039 0.731 -0.634 c -1.675 0.576 -1.23 0.871 -0.765 0.871 c q >> 2.935 1.263 l 1.886 2.397 l 1 0 0 1 227.5452 684.3746 cm 0 0 m /T1_2 1 Tf Explanation: Defineswhat an AWWA Standard is and what it covers. 0 0 m (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. Committee Personnel: Lists the expert volunteers who are responsible for developing and updatingthe standard. 4.1.1.4 Test pressure shall not vary by more than 5 psi (34.5 kPa) for the duration, 4.1.1.5 Valves shall not be operated in either direction at a differential pressure, exceeding the rated valve working pressure. /TrimBox [ 0 0 612 792 ] Conditions not discussed. /ExtGState << 172.559 28 266.883 8 re 5.049 -1.305 l Q /T1_5 47 0 R -2.295 -8.226 -1.706 -8.773 -1.106 -8.773 c -1.403 1.391 l f 1.801 -0.979 2.581 0.17 3.716 0.17 c -0.002 Tc Hydro testing a new water line essentially begins during the design phase. 284.59 351.319 0.637 -0.608 re 4.023 -13.273 l /ColorSpace << 116.791 671.059 1.9 -7.304 re 1.688 -1.659 l 0.31 -6.646 m 1.44 -0.603 l h 0 g 0.956 -0.261 l 133.566 671.059 1.9 -7.304 re -0.314 0.292 m 0 0 m 0.382 -2.524 0 -1.205 0 0 c Water temperature is not typically a huge factor during hydrostatic testing but must be considered at times. [ <85860f0e1911050f060f0d0c19048f8f8d0d> 15 <1011051987880c11197f1601> 50 <197f16141602> ] TJ [ <17> 4 <17> 7 <1615> 6 <14> -4 (\033) -16 (\032) 3 <13> -6 <141c> -2 <15> -6 <12> ] TJ /ColorSpace << PDF/X-1a:2001 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. 0 0 m q << Crews have worked long hours to meet deadlines and are anticipating the end of the project. McWane Ductile is proud to be a part of the McWane family of companies. 0.972 -0.664 0.62 0 0 0 c 1.44 -0.603 l -0.482 5.607 m >> -0.92 -0.044 -0.765 0.561 -0.362 0.561 c Q -45.753 72.173 Td << -1.403 1.39 l -0.946 -0.557 0.161 -0.31 0.161 -1.193 c -2.524 6.069 l Duration of the test is two hours. 4.666 4.439 3.743 5.361 1.517 5.361 c 0.29 1.049 0.692 1.167 0.993 1.167 c Q /BleedBox [ 0 0 612 792 ] /T1_2 29 0 R /CS0 66 0 R 0.637 -2.448 l -2.524 6.069 l 1.901 -3.403 l q 5.985 0 Td 6.369 0 l /T1_1 85 0 R Q /ColorSpace 20 0 R /GS2 gs 258 341.102 l 0 0 m /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] A pressure relief valve is to be set at five psi max to prevent over pressurizing. Q /Contents 90 0 R 0.666 0.442 0.865 0.803 1.279 0.803 c 2.956 -2.448 l This edition approved June 6, 1993. (1.079 L/day/km/mm) of nominal diameter at a, Do not sell or share my personal information. -2.269 -4.551 -1.503 -4.368 -1.503 -3.659 c 1.05 -1.545 1.16 -1.521 1.226 -1.478 c 1.925 -1.773 l Through 12 In. 0.794 -0.77 0.666 -0.328 0.666 0.076 c << Q /Contents 101 0 R 4.011 0 l >> /Annots [ 18 0 R ] 0 0 m 3.588 0 l 1 0 0 1 84.4866 682.4324 cm 1.075 -1.278 0.922 -1.364 0.728 -1.364 c 0 Tw /ExtGState << 1.131 0.266 1.307 0.133 1.307 -0.262 c >> 0 0 m 3.9 0.17 4.099 0.17 4.297 0.113 c 1 0 0 1 308.52049 371.5121 cm -4.027 -4.367 -3.403 -4.553 -2.751 -4.553 c >> f endobj /MediaBox [ 0 0 612 792 ] 1.901 -4.027 2.07 -4.609 2.794 -4.609 c 4.1.1.2 Test pressure shall not exceed pipe or thrust-restraint design pressures. 0 -3.565 l 1.852 4.186 1.7 5.835 0.19 5.835 c endobj 0.637 -2.448 l -0.828 0.09 -1.079 -0.224 -1.079 -0.685 c 1.383 -0.57 1.269 -0.55 1.155 -0.55 c /C2_0 39 0 R q -2.283 3.679 m 0 0 m 1.17 1.284 l /C2_0 39 0 R 114.677 685.907 1.901 -7.303 re How to Successfully Prepare and Complete a Hydrostatic Test h 1.326 -2.652 l /Type /Page 2.325 0.761 l 6 0 obj 0.613 -0.333 l 3.929 -7.913 l /ExtGState << %PDF-1.6 % 0.565 -0.556 l -0.404 -8.773 0.31 -8.093 0.31 -6.646 c /CropBox [ 0 0 612 792 ] >> -0.713 2.585 -0.082 3.19 0.434 3.19 c 16 0 obj -1.403 0 l SM 2017 American Water Works Association. /ExtGState << [ <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 0.575 -0.555 l -4.807 1.007 -3.432 1.702 -1.943 1.702 c /GS2 gs >> Contact Us, McWane Ductile product engineers or sales representatives, ANSI/AWWA C600 Installation Guide for Ductile-Iron Mains and Their Appurtenances. R`aRRpYk}9As\wq:]~%&OZWT 4/2ppZ~'OXjspOSQ hStk+xFUu;WAY[U'@ GXT ]FYHIUjr9! 2.131 -3.425 l 0 5.835 l 02702 - 2 of 6 Kansas City, Missouri Revised 07/31/20 Water Services Department Standard Specifications 1.07 CONTRACTOR SUBMITTALS A. -1.483 1.136 -1.302 1.383 -0.946 1.383 c T* -2.269 -4.553 -1.503 -4.367 -1.503 -3.659 c ET 2.081 -1.294 2.499 -0.964 2.499 -0.533 c 0 0 m -3.219 -3.389 -2.581 -4.424 -1.248 -4.424 c The bride responds, "That's the way mom did it." 2.595 -0.576 3.442 0.029 3.442 1.506 c 1 0 0 1 121.7533 665.8683 cm Approved by American National Standards Institute Feb. 14, 2017. <0e1e> Tj 4.808 -2.51 4.793 -1.304 3.574 -1.304 c -0.321 6.867 l /Pages 1 0 R AWWA is the voice of water in the nation's capital. 0.803 -0.042 1.093 0.057 1.331 0.057 c 0 -0.703 0.47 -1.264 1.278 -1.264 c 1.9 -7.091 l Leakage shall not be measured by a drop, These formulas are based on an allowable leakage of 11.65, gpd/mi/in. /Contents 100 0 R V. Verification includesmaterial tests and manufacturing processes to ensure product quality h -0.326 3.645 -1.985 2.183 -1.985 -0.227 c 0 1.121 1.262 1.263 2.113 1.263 c 1.52 7.089 1.344 6.395 1.22 5.804 c 0 Tc %%EOF 1 0 0 1 270.791 354.5668 cm /F1 54 0 R 0.631 -1.832 l /CS0 66 0 R 0 0 m >> 1.925 -1.773 l f /GS2 63 0 R 2.067 5.849 2.698 5.125 3.071 4.711 c >> 1.901 3.46 l 0 Tc f -0.114 0.052 -0.238 0.09 -0.433 0.09 c /ColorSpace << 0 15.616 l -0.71 -3.425 l / /Resources << q -2.283 7.434 m 0 Tw /F1 54 0 R /Type /Annot 0.553 -1.56 l f 0.799 3.679 l /T1_0 1 Tf Allowing all the air to vent and adequate time for any water absorption in the cement lining are beneficial. 4.149 0.165 3.527 -0.634 2.639 -0.964 c -0.312 -1.058 l PDF C600-17 Installation of Ductile-Iron Mains and Their Appurtenances 6.539 0 Td 0.98 0.76 l 0.622 -1.148 l -0.499 -0.713 -0.233 -0.646 0 -0.518 c (\030\034) Tj 1.015 4.593 0.622 4.352 0.622 3.832 c 0.63 -1.832 l /T1_0 1 Tf 1 0 0 1 166.1125 684.5168 cm 0 0 m 0.556 1.298 0 0.808 0 0 c 1.611 -2.448 l 10.21 0.17 10.721 -1.064 10.721 -2.694 c /T1_0 1 Tf 0.637 -1.35 0.694 -1.545 0.937 -1.545 c There is also a benefit to documented standards compared to word-of-mouth training. -1.768 -3.53 -0.972 -2.983 -0.63 -2.983 c 0.276 -2.039 0 -1.73 0 -1.246 c Q /GS1 65 0 R 0 0 m 6.356 -9.033 l 0 g 6.778 -10.636 l -1.611 0.337 -1.15 0.57 -0.651 0.57 c /F1 54 0 R /T1_0 34 0 R 3.153 -1.152 3.174 -1.27 3.174 -1.389 c The same basic principles can be applied to most other materials as well. Q q h h 0 3.462 l /MediaBox [ 0 0 612 792 ] endobj 4.68 0.057 4.666 0.61 4.666 1.347 c q /ColorSpace << 1 0 0 1 0 684 cm -3.081 -6.985 m -3.304 -5.942 -4.042 -5.814 -4.736 -5.629 c 4.509 -2.411 m /GS0 62 0 R 1.477 -0.76 1.477 -0.437 1.112 -0.437 c Work smart, work hard, and work safe! 0 5.835 l /Annots [ 18 0 R ] (\037\036) Tj 0 -9.033 l 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 $45 Million Dollar Investment, Expansion in Coshocton County, McWane Ductile Focuses on Capital Investments, Operational Efficiencies to Meet Demand Amid Supply-Constrained Market, California Transparency in Supply Chain Disclosure, Total overall difference from the low to highest elevations, Proper lubrication of gaskets and spigots, Proper alignment of joints during the homing process - "Straight is great! Think about it, you have installed a water line - test with water. ; 3.z x Jy$;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. 1 0 0 1 274.2681 377.6796 cm /TT0 60 0 R 1.302 -3.043 1.147 -2.851 1.147 -2.673 c Special consideration must also be given when multiple piping products are used.". HWN$7 3.801 -2.808 3.006 -3.148 2.085 -3.148 c 0 g 114.677 689.055 1.901 -1.816 re 1 0 0 1 36 86.4 Tm 6.566 -0.241 7.516 0.17 8.41 0.17 c 0 0.465 l First edition approved by AWWA Board of Directors May 8, 1977. q -2.283 7.434 m 1 0 0 1 280.4966 356.11169 cm xmp.did:1c4714f5-eb15-8f40-9b40-cde12344e46e 0 Tc Two to four psi is all that is required for an air test. (\031) Tj >> 3.389 -2.652 l /CropBox [ 0 0 612 792 ] >> -2.893 0 l 1.644 0.281 m /Im0 19 0 R We provide the resources you need to continue to learn and the tools you need to do your job well. 1 0 0 1 273.32471 354.7758 cm 0 -1.2 TD *Reminder - connect the gauge to the pipe, not the pump. >> /T1_1 49 0 R converted [ (\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 2.936 0.695 2.85 0.17 2.539 -0.241 c -0.471 0 l 2.61 0 l -0.499 -0.713 -0.232 -0.646 0 -0.518 c We may chuckle a little, but this happens all too frequently in the field. q 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 /T1_1 74 0 R 0.603 0 l /ColorSpace << -0.031 0.532 0.052 1.27 0.186 1.713 c 1.901 -3.404 l 0 0 m /T1_3 80 0 R This includes products that comply with ANSI*/AWWA C900, ANSI/AWWA C907, or ANSI/AWWA C909. 0 0 m Q Files AWWA C600-17 Installation of Ductile-Iron Mains and Their Appurtenances .More Information List Price: $140.00 Member Price: $98.00 Quantity: 1.611 -2.448 l Many people do not realize how their water gets to them or how blessed we are to have clean drinking water, says Regula. 0 0 m 0 0 m subsqueous Crossings -0.964 3.177 m 3.442 2.599 2.957 3.205 2.409 3.825 c -1.054 -1.3 -0.951 -1.064 -0.713 0.103 c 4.41 -2.95 l /Font << Join water professionals from all over at AWWA's conferences and learn about the different online courses AWWA offers. /T1_2 1 Tf q -0.504 -0.746 -1.612 -1.074 -1.612 -0.191 c >> q 1.112 -2.02 0.965 -2.039 0.774 -2.039 c 0.641 -1.462 l /Contents 68 0 R Continue to grow your professional development through American Water Works Association. -5.871 -1 Td /TrimBox [ 0 0 612 792 ] First edition approved by AWWA Board of Directors May 8, 1977. /MediaBox [ 0 0 612 792 ] >> Sitemap -0.341 6.572 l 0.637 -2.448 l WKZTxNd/_" .;AP*G 1 0 0 1 210.1304 685.90669 cm 4.297 -1.801 l 1.117 3.679 l 0.214 0.162 0.485 0.266 0.756 0.266 c 6.708 -7.304 l -1.815 -3.148 -0.411 -4.539 2 -4.539 c Q /T1_2 49 0 R /Font << AWWA h <0a10> Tj /GS2 gs /T1_0 34 0 R 0 0 m /ColorSpace << q /T1_1 55 0 R 1.688 0 l 2.338 -0.665 l 0.025 Tw endobj Q Standards | American Water Works Association 0.524 -0.893 0 -0.624 0 0 c Section 330505.31 - Hydrostatic Testing - Cfpua f q /Resources << f 1 0 0 1 280.3071 349.5883 cm f Cover: Includestheabbreviation for thestandard name in the upper righthand corner. /C2_0 39 0 R 10.083 -7.913 l /Type /Page f 14.4 TL q 0 1.404 -3.829 l ET -0.827 0.09 -1.079 -0.223 -1.079 -0.685 c -0.249 -1.182 -0.155 -1.33 0.372 -1.418 c 1.773 -1.021 l BT 0.001 Tc h 1 0 0 1 289.8315 356.3588 cm 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. /Type /Pages stream 2.956 -0.988 l /TT0 60 0 R 0.86 -1.83 1.179 -1.678 1.327 -1.407 c 0.323 -1.065 m >> Q Q 0.566 -0.555 l 0 0 m -0.207 -0.609 l 0 0 m 0 0 m /BleedBox [ 0 0 612 792 ] 0.689 -0.437 0.637 -0.94 0.637 -1.259 c 4.808 -3.404 l 13 0 obj /Count 13 /T1_0 1 Tf 0 0 0.77 rg h Let's be perfectly clear: An air test is absolutely not the same as a hydro test. Each AWWA Standard is developed by a dedicated volunteer committee and is subjected to a rigorous formal approval process. endobj 1.611 -1.141 l 0.665 0.076 m 2.091 -1.265 2.561 -0.704 2.561 0 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. /T1_2 80 0 R f These procedures should not be applied for air-pressure testing because of the, 4.1.1.1 Test pressure shall not be less than 1.25 times the working pressure at the. -0.326 3.644 -1.986 2.184 -1.986 -0.227 c 0.525 -0.893 0 -0.624 0 0 c Access the online platform, envoi, for standards, manuals and more. /T1_1 85 0 R T* 1.05 -1.545 1.159 -1.522 1.227 -1.478 c 8.075 -13.273 l /MediaBox [ 0 0 612 792 ] q /ExtGState << 0 0 m 4.127 -1.702 3.787 -1.645 3.446 -1.645 c 0.637 -2.097 l 4 M 1.4886 0 0 1.4886 374.715 381.7314 Tm /Width 179 6.048 -13.273 l 2.091 -1.264 2.562 -0.703 2.562 0 c -1.049 1.702 -0.468 1.56 0.128 1.433 c VpWf1q[tRJkG%`>npBXZg[k/h"7/Eba[ -, Nv Q 0.794 -0.77 0.665 -0.328 0.665 0.076 c /TrimBox [ 0 0 612 792 ] n 2017-06-12T13:26:24-06:00 /Rotate 0 /GS0 62 0 R 0.254 0 l /BleedBox [ 0 0 612 792 ] If there is a conflict between the two the more conservative shall apply. 0.086 0.978 0.624 1.716 1.687 1.716 c /CropBox [ 0 0 612 792 ] 4.666 4.439 3.744 5.361 1.518 5.361 c >> /F1 54 0 R IG,8,1K$%4O_f[Gm7{[/=)wO xs?2QR(6e+qP! -1.757 -7.975 l 1 0 0 1 0 0 cm 0 Tw 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". /TT0 1 Tf 5.659 2.183 3.999 3.645 1.829 3.645 c [ <16> -75 <16> -37 <02> -52 (\203) -60 <7f> -54 <17> -49 <0284> -32 (\216) -73 (\216) -33 (\204) ] TJ /ExtGState << Q >> 0 0 0 1 k 18.046 -39.6 l /T1_5 1 Tf f 0.403 -3.367 0.972 -2.658 0.972 -1.565 c 1.406 1.167 1.644 0.665 1.644 0.281 c "AWWA has served the members and the water industry by dedicating staff and volunteer resources to this core program, and has succeeded in enabling the continued development and expansion of industry standards.". 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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. -0.548 -7.222 -0.496 -7.325 -0.496 -7.458 c 0.646 -2.097 l /T1_3 1 Tf -1.35 -1.464 -1.141 -1.526 -0.922 -1.526 c Q 1.887 -0.299 l 69.124 15.616 l 1.074 -1.278 0.922 -1.364 0.728 -1.364 c -1.566 -2.131 -0.6 -3.118 0.622 -3.118 c -0.207 -0.32 m /Font << 1.092 2.397 0.156 2.326 -0.567 1.971 c /ExtGState << 3.02 -1.021 l Q 0.646 -2.377 l Q (Revision of ANSI/AWWA C600-10) AWWA Standard Installation of Ductile-Iron Mains and Their Appurtenances Effective date: July 1, 2017. f 1 0 0 1 357.8687 373.9989 cm -1.079 -1.136 -0.865 -1.483 -0.418 -1.483 c (\031) Tj >> /GS2 63 0 R American Water Works Association water industry publications include Standards, Manuals, Journal, Opflow and more. q >> 1.644 -0.841 0.62 -1.58 -0.869 -2.171 c -2.657 -8.979 -2.687 -8.847 -2.636 -8.684 c endstream endobj 255 0 obj <> endobj 261 0 obj <> endobj 260 0 obj <> endobj 258 0 obj <> endobj 257 0 obj <> endobj 256 0 obj <>stream -4.623 -4.07 l Q >> 0.86 -1.83 1.178 -1.678 1.326 -1.407 c 1 0 0 1 281.8828 365.46471 cm Laying 1. . 1.651 -2.205 l 1.383 -0.57 1.269 -0.55 1.155 -0.55 c 1.126 -8.152 0.01 -9.216 -1.148 -9.216 c >> uG| ?~U;P8L.=66 89#o (\t*V>8`^icp;j G ~%Ld! f+61G*6oq/oyZ;3]Q;O5.hiLZ 0.662 -3.47 0.724 -3.588 0.703 -3.721 c 0.603 -0.328 0.865 0.057 1.245 0.057 c 1 0 0 1 145.5631 671.0585 cm