-0.709 -4.425 -0.113 -4.226 0.213 -4.084 c 3.347 0 l 0.012 Tc q -1.29 1.617 -1.815 0.979 -1.815 -0.114 c 0.18 -0.652 l 1 0 0 1 84.4866 682.4324 cm 1.04 SUBMITTALS A. 0.565 0 l 0 0 m /Resources << endobj 1 0 0 1 271.1812 368.51601 cm 1.901 3.461 l Her husband does not understand why she is cooking a 5-pound turkey in a 10-pound pot. f 3.602 -3.829 l /C2_0 39 0 R h /T1_0 34 0 R 0.709 5.361 -0.283 5.148 -1.021 4.807 c 2.792 0.62 2.047 -1.787 2.016 -1.905 c 4.529 -4.859 l 0 0 m 0 0 m /TrimBox [ 0 0 612 792 ] Q xmp.id:aed345ab-73fa-5f4a-b0b4-cf6ed22bbb08 1.801 -0.979 2.581 0.17 3.716 0.17 c /GS2 gs << /GS0 62 0 R -1.207 -0.247 -1.483 -0.024 -1.511 0.371 c /Rotate 0 From source to storage, from treatment to distribution, AWWA Standards cover the products and processes related toall areas of water treatment and supply. /Parent 1 0 R h The pressure is increased during each test. /Contents 93 0 R >> 0.613 -0.332 l 0.794 -0.77 0.666 -0.328 0.666 0.076 c -0.626 -0.291 -0.356 0 0 0 c Web awwa c600 pressure testing pdf download. 0 0 m 4.808 -7.303 l 2.936 1.262 l 1.477 -2.448 l h 0.561 0.732 0.228 0.661 -0.019 0.546 c 0.499 -1.364 0.323 -1.274 0.323 -1.065 c Installations that require special attention, techniques, and. -4.027 -4.367 -3.403 -4.553 -2.751 -4.553 c >> Q 6.111 0 Td -3.422 -2.836 -3.018 -1.152 -2.109 0.015 c -1.433 4.084 l 0 0 m (\037) Tj -1.744 1.849 -2.12 1.264 -2.12 0.556 c 1 0 0 1 36 86.4 Tm -1.483 1.136 -1.302 1.383 -0.945 1.383 c >> 1.383 -0.57 1.269 -0.55 1.155 -0.55 c Q 0.482 -5.262 -1.036 -5.942 -2.581 -5.942 c -2.601 -3.425 l 4.198 -3.333 l -1.026 1.903 -1.845 3.848 -2.398 5.659 c f HLN0y /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] 0 0 m 4.435 6.897 l 1 0 0 1 336.064 349.7348 cm Q /Type /Page Q /Resources << f /CropBox [ 0 0 612 792 ] /F1 54 0 R ANSI/AWWA C600 Installation Guide for Ductile-Iron Mains and Their Appurtenances. /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] 2017-06-12T13:26:24-06:00 0.799 3.679 l 1.611 -0.841 1.606 -0.437 1.198 -0.437 c -1.815 -1.503 -0.553 -2.283 0.737 -2.283 c 3.588 0 l 1.896 -0.333 1.768 -0.77 1.278 -0.77 c PDF/X-1:2001 Approved by American National Standards Institute Feb. 14, 2017. -0.34 0.156 -0.709 0.27 -1.29 0.27 c 1.126 0 Td -0.403 -3.219 -0.403 -3.353 -0.527 -3.781 c q 1.651 -2.205 l 1 0 0 1 276.9272 353.4496 cm /CS0 66 0 R 0 0 m -0.504 -0.747 -1.611 -1.075 -1.611 -0.19 c /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] 3.077 2.17 3.673 1.12 3.673 0 c 1 0 0 1 366.19099 370.244 cm /Rotate 0 -0.284 6.069 l 0 0 0 1 K 69.124 15.616 l -0.326 3.659 0.482 3.971 1.291 3.971 c 2.751 1.716 3.177 0.922 3.233 0 c 378 384 l Unexpected rock was found, which slowed progress but did not stop installation of the pipe. BT -0.285 -1.569 0.138 -1.83 0.57 -1.83 c q -2.295 -8.226 -1.706 -8.773 -1.106 -8.773 c PDF SECTION 9 WATER CONSTRUCTION STANDARDS - Truckee Meadows Water Authority /TT0 60 0 R h -3.46 -1.56 l 1.892 -1.045 1.887 -0.861 1.887 -0.613 c 1.015 4.593 0.622 4.352 0.622 3.832 c 2.067 5.849 2.698 5.125 3.071 4.711 c PDF Section 15044 Pressure Testing of Piping Part 1 - General 2.41 3.971 2.935 3.574 2.935 2.397 c -2.295 -8.226 -1.707 -8.773 -1.106 -8.773 c 0.021 Tc 2.115 -2.448 l 1.801 -0.979 2.581 0.17 3.716 0.17 c /Parent 1 0 R /T1_0 1 Tf q IG,8,1K$%4O_f[Gm7{[/=)wO xs?2QR(6e+qP! 1 0 0 1 280.4966 356.11169 cm 0 Tw -0.145 -4.327 0.114 -4.032 0.569 -3.47 c 3.135 -4.608 3.461 -4.538 3.659 -4.409 c 1 0 0 1 128.63091 669.668 cm 2.241 -0.638 1.787 -0.894 1.206 -0.894 c 10.112 -7.913 l /T1_3 80 0 R 284.59 351.319 0.637 -0.608 re 0 0 0 1 K -2.269 -4.553 -1.503 -4.367 -1.503 -3.659 c f 1 0 0 1 270.791 354.5668 cm /Annots [ 18 0 R ] 0.565 -0.556 l /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] ?QBe/ii)lM2@`rwL)W)B1C1x=Tlr[^h>-Tz#L0Y=-vn+^to^9Hy~bL1Ut0] 0 0 m h 0 0 m 2.411 4.123 2.068 4.593 1.408 4.593 c 0 Tc 1.459 0 l -1.29 1.617 -1.816 0.978 -1.816 -0.113 c -0.972 -3.708 -0.91 -3.825 -0.941 -3.973 c 0.346 -1.058 l 2.781 -2.334 1.964 -3.043 1.396 -3.043 c 0 0 m q -1.511 0.808 m -1.35 -1.464 -1.141 -1.526 -0.922 -1.526 c >> /MediaBox [ 0 0 612 792 ] h f -0.01 Tc -2.283 -1.599 l 0.181 0.371 l 0.353 0 0.626 -0.291 0.626 -0.634 c 3.602 -3.83 l /ExtGState << 4.187 0.266 3.246 -1.034 1.809 -1.034 c /BleedBox [ 0 0 612 792 ] /CropBox [ 0 0 612 792 ] /Rotate 0 The bride responds, "That's the way mom did it." /MediaBox [ 0 0 612 792 ] 0 0 m -1.924 -0.738 -1.024 0.443 0.051 0.443 c /Annots [ 18 0 R ] 133.566 674.207 1.9 -1.815 re /C2_0 39 0 R /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] (1.079 L/day/km/mm) of nominal diameter at a, Do not sell or share my personal information. 0.475 0.399 0.899 -0.576 1.934 -0.576 c /TT0 60 0 R Crews have worked long hours to meet deadlines and are anticipating the end of the project. 0 0 m [ <0b> -10 <0a> 15 <0a> 17 <14> -17 <10> -21 <1c121e> -1 (\033) -28 (\036) 13 <13> -7 <12> -14 (\035) ] TJ %PDF-1.6 % h )` 0.298 -5.658 l -0.237 -0.133 -0.504 -0.247 -0.813 -0.247 c /CS0 66 0 R 0 -2.448 l 189 0 obj <>stream f Q 1 0 0 1 308.52049 371.5121 cm 1 0 0 1 266.0005 347.81531 cm subsqueous Crossings 0.214 0.162 0.485 0.266 0.756 0.266 c Q -0.207 -0.609 l 0.96 0.96 0.96 rg 2.562 0.808 2.005 1.298 1.279 1.298 c -1.013 -3.987 -0.796 -4.327 -0.517 -4.327 c << 0.5 w 2.938 -3.318 l f 0 1.16 l -0.326 3.645 -1.986 2.183 -1.986 -0.227 c Test Report 1. Give back to the water community by helping to develop or update an AWWA Standard. 0.637 -2.448 l 1.901 1.39 l Considering the allowable make-up water may alleviate this issue. q 0.403 -3.367 0.972 -2.658 0.972 -1.565 c -0.429 -2.827 -1.251 -1.97 -1.251 -0.937 c 0.001 Tc 1.327 -2.652 l >> /GS1 65 0 R 0 g -1.986 -0.227 m [ (\033) -3 <1314> 6 (\034) 4 <1512> ] TJ 2.512 5.607 l uG| ?~U;P8L.=66 89#o (\t*V>8`^icp;j G ~%Ld! f+61G*6oq/oyZ;3]Q;O5.hiLZ /GS2 gs -0.326 3.659 0.482 3.971 1.29 3.971 c L/6wqk0'*YVGRhZp--/-Pbhsu).riZ*s{JWDVy?lF0 .Q^ -1.55 -8.3 -1.003 -7.783 -0.651 -7.207 c 4.666 2.283 l 0 0 m 0 3.462 l -0.305 0.584 -0.119 0.556 0.057 0.504 c /GS2 64 0 R /GS3 63 0 R 1.901 -7.303 l /F1 54 0 R 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. 278.259 361.275 0.637 -0.608 re 6.708 -7.304 l If permanent air vents are not, located at all high points, corporation cocks shall be installed at such points so that, the air can be expelled as the line is filled with water. 10.083 -7.913 l 1 0 0 1 314.9429 356.95641 cm 1.602 -2.283 2.552 -1.829 2.992 -1.021 c endobj 468 0 l f 0.193 -0.704 0.216 -0.771 0.216 -0.904 c 1.459 0 l 1 0 0 1 102.7715 738.00011 cm 0.613 -0.333 l -1.271 -4.046 -1.271 -3.929 -1.344 -3.929 c -0.341 6.572 l /T1_3 85 0 R 4.808 -3.403 l 4.658 0 l 1.801 -0.993 l PDF HYDROSTATIC TESTING OF WATER MAINS - 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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. /CS0 66 0 R /GS2 63 0 R q Web evaluation of the required testing. 1.153 -0.993 l 4.504 -4.859 l -0.248 -1.182 -0.155 -1.33 0.372 -1.418 c 1.406 1.167 1.644 0.665 1.644 0.281 c q << /F1 54 0 R 0.01 Tw 0.699 0 l 1 0 0 1 353.1221 349.7348 cm f h -0.631 0 -1.2 -0.709 -1.2 -1.817 c h /GS2 gs -1.207 -0.247 -1.483 -0.024 -1.511 0.371 c 0.391 -0.922 0.234 -0.41 0 0 c 1.096 0 Td S 1 0 0 1 102.5811 682.9713 cm /T1_0 1 Tf 6.311 -7.303 l 0.042 2.185 0.042 2.333 -0.041 2.333 c -0.741 0.104 -0.946 0.043 -0.946 -0.167 c f 0 -0.863 l n 2.091 -1.264 2.562 -0.703 2.562 0 c Testing 607 Repair and Abandonment . f <0a10> Tj /Font << 0.736 -0.437 0.637 -0.936 0.637 -1.25 c 4.41 -2.269 4.41 -1.305 3.318 -1.305 c q /Resources << endobj 21.6 72 576 36 re 0 -7.303 l 0.001 0.098 m 0 1.091 0.596 2.17 1.829 2.17 c [ <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 0.161 -1.763 -0.347 -1.992 -0.865 -1.992 c -1.592 -3.574 -1.923 -2.88 -1.923 -2.2 c 6.369 -1.751 l 1 0 0 1 99.8298 669.5269 cm B* >> Effective Date: April 12, 2022 . 0.665 0.441 0.865 0.803 1.278 0.803 c 0 0 m Installation of Ductile-Iron Water Mains and Their Appurtenances AWWA C600-05 and AWWA C605-05 1.03 TEST PRESSURES A. /ExtGState << 8.821 -2.269 8.821 -1.305 7.728 -1.305 c 37.179 0 Td 1.193 -1.148 1.262 -1.348 1.262 -1.742 c /T1_0 34 0 R 3.442 2.599 2.957 3.205 2.409 3.825 c 0.709 5.361 -0.283 5.148 -1.021 4.808 c h 3.021 -4.539 3.815 -4.34 4.509 -3.957 c >> 1 0 0 1 273.78169 349.0228 cm 2 w 1.307 -0.832 1.278 -1.007 1.174 -1.145 c 1 0 0 1 93.561 710.6586 cm 11 0 obj h -1.745 0.023 -1.326 0.585 -0.561 0.585 c 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. "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.". 4.68 0.057 4.666 0.61 4.666 1.347 c 0 0 m 1.887 0.423 1.577 0.732 0.832 0.732 c MAXIMUM TEST PRESSURE = PIPE'S PRESSURE CLASS 1.245 -1.982 l 1.801 -1.021 l /T1_1 80 0 R 0.323 -1.065 m q Continue to grow your professional development through American Water Works Association. /ColorSpace << 1.065 -1.034 0.352 -0.709 0 0 c -0.631 0 -1.199 -0.709 -1.199 -1.817 c /T1_1 74 0 R 1.121 0 Td 0.003 Tw 0 0 0 1 K 1.89 -5.353 l 1.901 -4.027 2.071 -4.608 2.794 -4.608 c <>>> h h -0.001 Tw h f 1 0 0 1 330.1631 377.6781 cm /GS2 63 0 R Documentsincludes anyreferenced papers 0.009 Tc /Parent 1 0 R 4.27 9.186 4.869 8.817 5.097 8.595 c /GS1 65 0 R -2.285 -1.329 -2.605 -2.525 -2.636 -3.663 c 6.049 -13.273 l 0.594 -0.342 l %PDF-1.5 -0.248 0.871 0 0.457 0 0 c Looking for answers to your DI pipe questions? 1.697 0.803 1.897 0.452 1.897 0.076 c 468 0 l >> 0.637 -0.551 0.637 -1.197 0.637 -1.549 c 1.05 -1.545 1.16 -1.521 1.226 -1.478 c 0 0 m /GS0 62 0 R default -1.076 -1.25 Td /BleedBox [ 0 0 612 792 ] /C2_0 39 0 R 0 Tc 0.025 Tw q [ <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 4.297 -1.801 l W 1 0 0 1 265.99561 356.11169 cm (+V?Q:Z)B^PMkg\yp^.qV0Biw4B1-15x@P[WYD53"; [ <17> 4 <17> 7 <1615> 6 <14> -4 (\033) -16 (\032) 3 <13> -6 <141c> -2 <15> -6 <12> ] TJ JRis a NACE Certified Corrosion Technician, Envision Specialist, and member of the American Society of Civil Engineers. -0.844 30.063 l 4.254 -3.999 5.658 -2.325 5.658 -0.227 c WARNING: The testing methods described in this section are for water-pressure testing only. These piping systems often contain components made from other materials. 0.637 -3.565 l /GS2 gs The pump should be isolated from the line during the actual test period. This standard covers the minimum requirements for the installation of ductile-iron water mains and their appurtenances, including materials, dimensions, tolerances, and testing procedures. 0 0 m 2.091 -1.264 2.562 -0.703 2.562 0 c MINIMUM INSTALLATION AND TESTING REQUIREMENTS Date: June 23, 2010 Date Last Issued: January, 2004 Date First Issued: Prior to 1990 . /GS1 65 0 R At the, conclusion of the pressure test, the corporation cocks shall be removed and plugged. q 0.765 1.565 1.788 3.19 2.564 3.19 c /C2_0 39 0 R Q The test pump is to be connected at the lowest point of the line. Find decades of Ductile iron expertise with installation guides, videos, tip sheets, training resources, and more in our Learning Center. -51.862 -1.25 Td 1 0 0 1 284.22411 360.2191 cm Testing plan, procedures and schedule. Q 0 -1.148 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. [ <85860f0e1911050f060f0d0c19048f8f8d0d> 15 <1011051987880c11197f1601> 50 <197f16141602> ] TJ /F1 11.5 Tf Installers may, at times, have a misconception that water lines do not move because of earth loads of six to eight feet, for example. If there is a conflict between the two the more conservative shall apply. 14 0 obj 1.092 2.397 0.156 2.326 -0.567 1.971 c /TT0 60 0 R -1.768 -3.53 -0.972 -2.983 -0.63 -2.983 c 0.603 -0.332 l 1. 2.61 0 l f /ColorSpace << h This includes products that comply with ANSI*/AWWA C900, ANSI/AWWA C907, or ANSI/AWWA C909. IV. /T1_2 85 0 R /Parent 1 0 R 1, 1994. /TT0 1 Tf /TT0 60 0 R -1.706 -1.418 l 0.31 -6.646 m 396.0011 0 0 396.0011 -7.2004 17.8199 Tm /ColorSpace << /BleedBox [ 0 0 612 792 ] 1 0 0 1 78 582.3992 cm 0.637 0 l 1.901 0 l <>/XObject<>/ProcSet[/PDF/Text/ImageB/ImageC/ImageI] >>/MediaBox[ 0 0 612 792] /Contents 4 0 R/Group<>/Tabs/S/StructParents 0>> Also, pipelines intended for buried service should generally be tested with the backfill in place. 0.622 2.55 4.707 2.842 4.707 0.013 c 0 0 m -0.031 0.532 0.052 1.27 0.186 1.713 c 0.6 7.089 1.147 7.384 1.52 7.665 c Includes 2.325 0.761 l -0.351 0.57 -0.157 0.522 0.043 0.48 c Body of the Standard: Includessix sections: I. /GS0 62 0 R 468 0 l 10 0 0 10 450.4713 730.5001 Tm >> /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] 0.298 -5.658 l 116.791 671.059 1.9 -7.304 re -0.317 -1.599 l 1 0 obj AWWA C600-17 (Print+PDF) Installation of Ductile Iron Water Mains and Their Appurtenances Look Inside This standard covers the minimum requirements for the installation of ductile-iron water mains and their appurtenances, including materials, dimensions, tolerances, and testing procedures. 0.803 -0.042 1.093 0.057 1.331 0.057 c >> /T1_0 1 Tf 1 0 0 1 227.5452 684.3746 cm >> 0 0 m 8.821 -7.303 l 1.644 -0.841 0.62 -1.58 -0.869 -2.171 c -0.048 Tc 0 1.092 0.596 2.17 1.829 2.17 c Q endstream >> 8 0 obj 13 0 obj 4.666 2.283 l /BleedBox [ 0 0 612 792 ] /T1_5 47 0 R -1.593 -3.574 -1.924 -2.88 -1.924 -2.2 c 1.52 7.089 1.344 6.395 1.22 5.804 c /GS0 62 0 R 0 -0.703 0.47 -1.264 1.279 -1.264 c 133.566 671.059 1.9 -7.304 re <0a1b> Tj h >> Adobe InDesign CC 2017 (Windows) /Font << /BleedBox [ 0 0 612 792 ] -5.871 -1 Td A "known value" container such as a quart jar or incremented gallon bucket may be used to refill the original supply source. 0.214 0.162 0.485 0.266 0.756 0.266 c 1.706 -2.939 0.899 -3.604 0.103 -4.017 c 0.525 -0.893 0 -0.624 0 0 c ?T+!aX0e$0nDr|["Tn'.m l{C,6VT3!+,t;q15yUl;-d?h_/tt .YL@CrVnzvAWS #/ zWE 1.717 -1.659 l 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." 1.092 2.397 0.156 2.326 -0.567 1.971 c q /Font << This edition approved Jan. 14, 2017. 1.897 -0.333 1.768 -0.77 1.279 -0.77 c /Type /Page -1.323 -4.209 m -0.775 -2.999 -0.816 -3.043 -0.91 -3.043 c proof:pdf Allowing all the air to vent and adequate time for any water absorption in the cement lining are beneficial. /GS0 62 0 R S 1.801 -0.979 2.581 0.17 3.716 0.17 c h 0.323 -0.689 0.747 -0.642 1.032 -0.642 c 0.907 -3.148 0.085 -2.482 0 -1.305 c adobe:docid:indd:5cad130e-228d-11dd-b753-bc3d6c84f515 f The Council has grown from five to 24 members, with nearly 1,600 volunteer subject matter experts serving on 72 committees. 0 0 m (\030\034) Tj -1.049 1.702 -0.468 1.56 0.128 1.433 c 5.659 2.183 3.999 3.645 1.829 3.645 c -1.049 1.702 -0.468 1.56 0.128 1.433 c /Font << 0.078 -0.32 0.229 -0.32 0.229 -0.456 c 1 0 0 1 288.07761 355.2411 cm /BleedBox [ 0 0 612 792 ] ET Each AWWA Standard is developed by a dedicated volunteer committee and is subjected to a rigorous formal approval process. h /C2_0 39 0 R 10.111 -7.913 l 3.02 -1.021 l /GS2 63 0 R hb```f`` @( /fr@g2ip^ pk'Xd,&;VSyNaS=qwvw h >> f >> << /Font << -0.92 -0.044 -0.765 0.561 -0.362 0.561 c (\037\036) Tj -0.471 0.465 l -4.325 -3.829 l /ColorSpace << 0 -3.565 l 0 0 m All eyes are on that gauge in hopes of validating the work was successfully completed. 1.773 -1.021 l 2.751 1.716 3.177 0.922 3.233 0 c 0.566 -0.555 l 8.821 -2.95 l 0 Tw /BleedBox [ 0 0 612 792 ] -1.108 -1.992 -1.355 -1.949 -1.587 -1.887 c /T1_2 80 0 R >> 0.98 0.76 l 2.241 -0.638 1.787 -0.893 1.205 -0.893 c 0.444 0 l f 6.262 11.88 274.426 274.027 re -2.468 0.27 -3.219 -0.666 -3.219 -2.042 c -1.079 -1.136 -0.865 -1.483 -0.418 -1.483 c endobj -1.815 -3.148 -0.411 -4.539 2 -4.539 c -1.29 1.617 -1.815 0.978 -1.815 -0.113 c -1.706 -1.418 l Q q AWWA C600-10 Installation of Ductile-Iron Mains and Their - Store h /CS0 cs Let's be perfectly clear: An air test is absolutely not the same as a hydro test. 3.077 2.17 3.673 1.12 3.673 0 c 0.637 -2.377 l h endstream endobj 173 0 obj <> endobj 174 0 obj <> endobj 175 0 obj <>stream 1.49 -0.913 1.616 -0.662 1.616 -0.389 c 1.404 -3.83 l (\031) Tj 1.086 0.443 1.706 -0.517 1.706 -1.728 c 0 -2.205 l The pressure gauge is to be connected to the pipe at the lowest location. Engineering professionals often include on-site training by the manufacturer in the project specification to ensure training is completed. B. f 0.631 -1.832 l >> PDF PVC PIPE FIELD TESTING - MAXIMUM TEST PRESSURE - Uni-Bell Q -0.238 -1.483 -0.039 -1.417 0.071 -1.369 c Copyright 2023 McWane Ductile. q 0.637 0 l -0.404 -8.773 0.31 -8.093 0.31 -6.646 c Q 2.396 -0.128 3.261 0.17 3.971 0.17 c Fromdesign to installation, we take great pride in providing education and trainingto water professionals throughout the water and waste water industry. q 1.996 0.058 2.248 -0.352 2.248 -0.903 c h -2.283 7.434 m 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 Q h 0.604 -0.342 l Q >> 6.977 -1.985 l -0.023 Tw 2.651 3.59 l >> 3.347 0 l 1.696 0.803 1.896 0.451 1.896 0.076 c -3.081 -6.985 m 4.1.1.3 The hydrostatic test shall be of at least a 2-h duration. -2.467 0.27 -3.219 -0.666 -3.219 -2.042 c 0.699 0 l 0 0 m -0.284 6.069 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. f 3.801 -2.808 3.006 -3.148 2.084 -3.148 c 0 1.391 l h 1.316 -2.652 l Q -0.482 5.607 m 0 0 m q Jerrys responsibility is to provide technical support for water professionals at all levels including engineers, private water companies, contractors, municipalities, and water districts. 0 -7.303 l 0 1.121 1.262 1.263 2.113 1.263 c General B. First edition approved by AWWA Board of Directors May 8, 1977. << 0.972 -0.664 0.62 0 0 0 c 1.852 -3.997 l q @tn&!L8 nEI `g0 q+B@\.XCL> F6#`a 0 g 1.928 -7.091 l 2.624 -9.898 l -0.341 6.572 l 1.117 3.679 l -0.312 -0.222 m 11.317 -9.898 l 2.338 -0.665 l Q f 1 0 0 1 285.0977 354.0014 cm disinfection 0 14.772 l q q Fill the line at the lowest possible location while providing an air release at the highest location. HWN$7 16 0 obj 4.326 -9.033 l The same basic principles can be applied to most other materials as well. -2.12 -0.247 -1.649 -0.713 -0.841 -0.713 c endobj endobj 4.779 -2.113 l f q 0 Tc 5.191 -9.898 l f /ColorSpace 20 0 R %PDF-1.3 % 0.553 -1.56 l -1.107 -1.992 -1.355 -1.949 -1.588 -1.887 c -0.61 -0.694 -0.703 -0.606 -0.713 -0.429 c The Contractor shall submit a test report which includes the following f 1.464 -3.565 l 0.575 -0.555 l 0.248 1.787 0.352 1.787 0.403 1.684 c /Parent 1 0 R 0.482 -5.262 -1.035 -5.942 -2.581 -5.942 c 0.254 0 l -0.709 -4.424 -0.114 -4.225 0.212 -4.084 c 1 0 0 1 266.0005 357.77139 cm -0.34 0.157 -0.709 0.27 -1.291 0.27 c 1.801 -0.993 l -0.964 3.177 m 1.911 -1.583 1.901 -1.412 1.897 -1.226 c /TT0 60 0 R /C2_0 39 0 R General coversthe scope, purpose, and application of the standard AWWA C600-10 Installation of Ductile-Iron Mains and Their Appurtenances Downloading: Allowed Max downloads:5 This standard describes installation procedures for ductile-iron mains and their appurtenances for potable water, wastewater, and reclaimed water. [ (Copyright\040) -1 (\251\0402011\040American\040Water\040Works\040Association\056\040All\040Rights\040Reserved\056) ] TJ First edition approved by AWWA Board of Directors May 8, 1977. -0.504 -0.746 -1.611 -1.074 -1.611 -0.191 c uuid:30eca241-7de2-456d-bac9-3192a24bd32d /GS2 gs f 1.886 2.397 l I am honored as a water professional to do my part in Building Iron Strong Utilities for Generations." Jerrys favorite quote: "I can do all things through Christ who strengthens me.jerry.regula@mcwaneductile.comhttps://www.linkedin.com/in/jerry-regula-6a87b8138/. endstream endobj startxref Q 0.637 -1.141 l
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