0 -7.303 l /C2_0 39 0 R S (+V?Q:Z)B^PMkg\yp^.qV0Biw4B1-15x@P[WYD53"; f /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] 1.34 -1.483 1.34 -1.645 1.364 -1.773 c 0.799 3.679 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. 230 0 obj <><><>]/ON[232 0 R]/Order[]/RBGroups[]>>/OCGs[232 0 R]>>/OutputIntents[<>]/PageLabels 213 0 R/Pages 216 0 R/Type/Catalog/ViewerPreferences<>>> endobj 231 0 obj <>/Font<>>>/Fields 209 0 R>> endobj 226 0 obj <>stream 0 0 m q -0.326 3.645 -1.985 2.183 -1.985 -0.227 c /GS0 62 0 R 0 0 m -1.079 -1.136 -0.865 -1.483 -0.419 -1.483 c 0.229 -0.609 0.059 -0.609 0.003 -0.609 c -1.085 -1.788 -1.499 -1.802 -1.964 -1.832 c q 44.625 0 Td -5.871 -1 Td h h 85.92 0 0 58.31999 257.28152 276.09309 cm Effective Date: April 12, 2022 . 1.065 -1.034 0.352 -0.709 0 0 c 1.153 -0.993 l -1.51 5.138 -0.152 6.343 1.408 6.343 c 1 0 0 1 159.51871 680.71609 cm 1.829 -0.993 l 8.339 0 l 1.603 -2.283 2.553 -1.829 2.993 -1.021 c There is a better solution, which is to base training from documented resources such as the AWWA M41 Manual or the ANSI/AWWA C600 Installation Guide for Ductile-Iron Mains and Their Appurtenances. f -4.028 -4.368 -3.403 -4.551 -2.751 -4.551 c 1.193 -1.148 1.262 -1.348 1.262 -1.742 c 5.191 -9.898 l 2.751 1.716 3.177 0.922 3.233 0 c 0.018 Tc "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.". q -0.326 3.645 -1.986 2.183 -1.986 -0.227 c 1.901 -7.303 l -1.706 -1.418 l /CropBox [ 0 0 612 792 ] AWWA C600-17 Installation of Ductile-Iron Mains and Their - Store /ColorSpace << f /CS0 66 0 R >> 16 0 obj h Awwa C600 Testing Requirements Pdf h /CropBox [ 0 0 612 792 ] >> 1.44 -0.603 l Q -0.352 0.57 -0.157 0.522 0.043 0.479 c 1 0 0 1 277.62109 355.2411 cm S h 0 0 m Valves shall, not be operated in either the opening or closing direction at differential pressures, above the rated pressure. q <> Q j@z*f)-=eG@d`\Cpht4sA sg7.r{.d`@%,/!|Fy 8{ 2.139 1.284 m Q Direct any of your questions related to technical and operational information to our Engineering & Technical Services Department. 43.39 0 Td -0.499 -0.713 -0.232 -0.646 0 -0.518 c 0 0 m 0.566 -0.555 l 6.949 -1.985 l 1.593 -2.102 1.593 -2.05 1.57 -1.628 c << 0.63 -1.832 l 5.658 2.184 3.999 3.644 1.829 3.644 c -0.248 -1.182 -0.155 -1.33 0.372 -1.418 c endobj -3.081 -6.985 m 3.389 -2.652 l >> -0.946 -0.556 0.162 -0.309 0.162 -1.193 c h /Annots [ 18 0 R ] C600-17 Installation of Ductile-Iron Mains and Their Appurtenances Q >> *Reminder - connect the gauge to the pipe, not the pump. 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ET 0 0 m /Parent 1 0 R 1 0 0 1 203.22459 682.4324 cm -2.657 -4.401 -2.44 -4.623 -2.191 -4.623 c 1.341 -1.482 1.341 -1.644 1.364 -1.773 c There is an extremely good chance that the most common installation, regardless of the pipe material, is improper tightening/torque of MJ bolts. /Im0 Do 3.9 0.17 4.099 0.17 4.297 0.113 c 0.646 -2.377 l /Resources << f 11.317 -9.898 l 1 0 0 1 281.15379 359.6918 cm Approved by American National Standards Institute Feb. 14, 2017. q -1.503 -2.226 -4.807 -3.204 -4.807 -0.568 c Attention to detail is of the utmost importance: Anyone who has searched for a leak will attest to the importance of proper installation. -1.55 -8.3 -1.003 -7.783 -0.651 -7.207 c -0.207 -0.609 l 0.637 -1.35 0.694 -1.545 0.937 -1.545 c stream 1.901 0 l 1.166 -2.749 0.698 -1.222 0 0 c First edition approved by AWWA Board of Directors May 8, 1977. /T1_2 80 0 R -1.757 -7.975 l 1.4886 0 0 1.4886 374.715 381.7314 Tm h 1 0 0 1 282.9355 349.79781 cm H{\O.j\J7Sv%J a0tOH=LRbl YQ_hm -]}I-Y\ >>^JTj Q 3.602 -3.83 l (\031) Tj 0 0 m -2.467 0.27 -3.219 -0.666 -3.219 -2.042 c h /F1 54 0 R These AWWA Standards address all facets of water treatment and delivery. endobj Jerry Regula, "JR" is a product engineer with McWane Ductile. /Resources << /GS2 gs f 0 0 m (\031) Tj Join water professionals from all over at AWWA's conferences and learn about the different online courses AWWA offers. trenchless applications endobj 0.049 Tc 0.566 0 l Testing 607 Repair and Abandonment . 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These piping systems often contain components made from other materials. 1.611 -2.448 l q 0 Tc Q Ensure the pump is primed before the valve is opened to the water line. 4.149 -5.353 l Q 1 0 0 1 274.2681 377.6796 cm 1.644 -0.841 0.62 -1.58 -0.869 -2.171 c /GS1 65 0 R 14.4 TL 2.624 -9.898 l Q 2 w Q 0.556 1.298 0 0.808 0 0 c h 1.611 -2.448 l Unexpected rock was found, which slowed progress but did not stop installation of the pipe. /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] 0 0 m 0.193 -0.704 0.216 -0.771 0.216 -0.904 c -0.021 Tw 0 -1.125 TD /MediaBox [ 0 0 612 792 ] /Font << /T1_0 1 Tf The water balloon will simply fall to the ground while pieces from the air balloon may travel several feet when popped. BT -1.108 -1.992 -1.354 -1.949 -1.587 -1.887 c 0.637 -0.55 0.637 -1.197 0.637 -1.549 c 1.117 3.679 l Approved by American National Standards Institute Sept. 2, 2010. II). 0.323 -1.065 m /GS0 62 0 R -0.827 0.09 -1.079 -0.223 -1.079 -0.685 c 1.801 -0.979 2.581 0.17 3.716 0.17 c 1.901 -4.027 2.071 -4.608 2.794 -4.608 c 1 0 0 1 102.5811 682.9713 cm -4.623 -4.07 l 0.006 Tc /C2_0 1 Tf -1.026 1.903 -1.845 3.848 -2.398 5.659 c 0.276 -2.039 0 -1.73 0 -1.246 c -0.238 -1.483 -0.039 -1.417 0.071 -1.369 c 1.901 3.46 l /C2_0 39 0 R /ExtGState << 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. At the, conclusion of the pressure test, the corporation cocks shall be removed and plugged. 1.611 -1.141 l 0 Tw 0 0 m /Annots [ 18 0 R ] 1.801 -1.021 l -15.094 -1.221 -15.561 -2.749 -15.561 -4.258 c 18.046 -39.6 l /T1_2 1 Tf 1.644 0.281 m 1 0 0 1 366.19099 370.244 cm >> The pressure gauge is to be connected to the pipe at the lowest location. Prime the pump to remove all air prior to engagement with the line. Q 2.248 -2.448 l 4.666 2.283 l >> 1.131 0.266 1.307 0.133 1.307 -0.261 c In a continuous effort to make your job easier, we have developed an online submittal builder to quickly and neatly package your personalized presentation. 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. Q /T1_2 80 0 R Q 1.706 -2.939 0.899 -3.604 0.103 -4.017 c */XYrw{' .H Y ==2* sY+J]q( 6v. Purchase print or pdf versions ofAWWA standards and manuals. 1.131 0.266 1.307 0.133 1.307 -0.262 c 0.594 0 l 1.9 -1.645 1.9 -3.574 1.9 -4.623 c -0.71 -3.425 l 0 0 m /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] f The trench type specified for the project is intended to balance the external forces involved but will not eliminate movement. /Annots [ 18 0 R ] Ri pu>,s(^ FIRc;ZS"]MN??$WQ?RPNhNN!7ofGyvj81k9FM&tlrV^$~>c+o%d /Rotate 0 h 0.001 0.098 m Installers may, at times, have a misconception that water lines do not move because of earth loads of six to eight feet, for example. q 0 0 m from application/x-indesign to application/pdf 0.637 -0.551 0.637 -1.197 0.637 -1.549 c /GS1 gs Q 1 0 0 1 270.791 354.5668 cm h 0 30.063 l 2.411 3.972 2.936 3.574 2.936 2.397 c 4.658 0 l -1.593 -3.574 -1.924 -2.88 -1.924 -2.2 c 1.716 -1.659 l 4.023 -13.273 l 2.595 -0.576 3.442 0.029 3.442 1.506 c 0.565 -0.556 l 3.793 -3.318 l 0.88 -3.318 l 18.046 -39.6 l /Resources << 0.794 -0.77 0.665 -0.328 0.665 0.076 c /C2_0 39 0 R 0 0 m default -1.985 -2.325 -0.582 -3.999 1.829 -3.999 c 13.8 TL f 0 0 m Think about it, you have installed a water line - test with water. 1.925 -1.773 l q endobj -50.082 -1.25 Td /T1_1 80 0 R 1 0 0 1 269.7085 360.2191 cm 2.956 -0.76 2.956 -0.437 2.59 -0.437 c 0.009 Tc 0.646 -2.097 l /GS1 65 0 R /TrimBox [ 0 0 612 792 ] /CropBox [ 0 0 612 792 ] /Annots [ 18 0 R ] /BleedBox [ 0 0 612 792 ] -1.199 -2.688 -0.755 -3.19 -0.176 -3.722 c 9 0 obj /CS1 20 0 R Q 0 0 m -0.284 6.069 l /C2_0 39 0 R Q f 0.637 0.465 l h The dangers of compressed air cannot be over emphasized. -0.499 -0.713 -0.233 -0.646 0 -0.518 c Website Terms of Use 1.688 -1.659 l q -0.606 1.245 -1.566 0.251 -1.566 -0.937 c /T1_3 85 0 R 0.181 0.371 l /F1 54 0 R 2.091 -1.264 2.562 -0.703 2.562 0 c 1.896 -0.333 1.768 -0.77 1.279 -0.77 c Q -2.295 -8.226 -1.706 -8.773 -1.106 -8.773 c /TrimBox [ 0 0 612 792 ] q 0 Tc 1 0 0 1 103.30409 667.5842 cm 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. -45.753 72.173 Td endobj All rights reserved. -1.35 -1.464 -1.141 -1.526 -0.922 -1.526 c 1.83 -0.993 l -0.207 -0.32 m If there is a conflict between the two the more conservative shall apply. 4.779 -2.114 l 2.167 -0.437 2.115 -0.94 2.115 -1.259 c BT /GS0 62 0 R h -0.404 -8.773 0.31 -8.093 0.31 -6.646 c f Try out the McWane Pocket Engineer today. 3.134 -4.609 3.46 -4.538 3.659 -4.411 c -0.285 -1.568 0.138 -1.83 0.57 -1.83 c Q q 1 0 0 1 268.6958 377.6796 cm f /GS0 62 0 R Aw=g cN-k/{pq)MN###2&icaZ/xg=Jh.dqW^}x-K>z 0.956 -0.261 l -0.238 -1.483 -0.038 -1.416 0.071 -1.369 c 4.44 -3.425 l Q q Leakage shall not be measured by a drop, These formulas are based on an allowable leakage of 11.65, gpd/mi/in. >> 2.794 0 l /ExtGState << /TT0 60 0 R WARNING: The testing methods described in this section are for water-pressure testing only. /C2_0 39 0 R k -1.403 1.391 l highway and railroad crossings 1.887 0.423 1.577 0.732 0.832 0.732 c -2.893 0 l >> 8.821 -7.303 l -2.269 -4.553 -1.503 -4.367 -1.503 -3.659 c /T1_2 85 0 R q -0.255 -5.829 -0.822 -5.899 -1.603 -5.899 c W 0.908 -3.148 0.086 -2.482 0 -1.305 c xmp.id:aed345ab-73fa-5f4a-b0b4-cf6ed22bbb08 Q 4.808 -7.303 l Thousands of utilities in North America and other countries, have adopted AWWA Standards as part of their processes and procedures. 0.01 Tw 0 0 m 4 0 obj /GS0 62 0 R /MediaBox [ 0 0 612 792 ] 1 0 0 1 284.22411 360.2191 cm >> 0.56 0.732 0.228 0.661 -0.019 0.547 c proof:pdf 0.604 0 l f 3.319 -6.025 2.879 -6.083 2.312 -6.083 c 13.898 0 l f 0 0 m 6666 West Quincy Avenue, Denver, Colorado 80235, The testing methods described in this section are specific for water-pressure, testing. 6666 West Quincy Avenue Denver, CO 80235-3098 T 800.926.7337 www.awwa.org Advocacy Communications Conferences Education and TrainingScience and TechnologySections AWWA Standard Q Q 1.886 2.397 l h Crews have worked long hours to meet deadlines and are anticipating the end of the project. -0.351 0.57 -0.157 0.522 0.043 0.48 c /Resources << 0.622 1.245 m 1.649 2.652 l 4.666 2.283 l 14 0 obj /Rotate 0 h 0.665 0.441 0.865 0.803 1.278 0.803 c 1.776 -1.599 l >> 0.29 1.049 0.692 1.167 0.993 1.167 c

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