1 0 0 1 281.8047 359.5443 cm n B* 0 -0.703 0.47 -1.264 1.279 -1.264 c f Duration of the test is two hours. 1.44 -0.603 l 2.198 -1.305 1.9 -2.794 1.9 -3.729 c 1 0 0 1 353.1221 349.7348 cm h -1.483 1.136 -1.302 1.383 -0.945 1.383 c AWWA C600 Pdf Free Download - Pdf Keg 0 2.004 l f 2.499 1.307 -1.51 0.292 -1.51 3.781 c 0 1.16 l 0 0 0 1 K /T1_2 80 0 R 0.69 -0.262 0.376 -0.285 0.133 -0.403 c /GS0 62 0 R %PDF-1.3 % 0.323 -1.065 m -0.11 -0.523 -0.285 -0.737 -0.285 -1.103 c 1.121 0 Td 2.199 -1.304 1.901 -2.793 1.901 -3.73 c /Parent 1 0 R /ColorSpace << 3.716 -5.913 l 19 0 obj Duration of the test is two hours. -1.706 -1.418 l h -2.283 7.434 m 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. 0.566 0 l 0.617 0.954 m -0.002 Tc /Count 13 1 0 0 1 273.32471 354.7758 cm /MediaBox [ 0 0 612 792 ] /C2_0 39 0 R 0 0 m 3.389 -2.652 l 11.317 -9.898 l /GS1 65 0 R -0.695 3.105 -1.815 1.361 -1.815 -0.751 c -0.713 2.585 -0.082 3.19 0.434 3.19 c Q /ExtGState << -0.864 -4.231 0.391 -2.977 0.391 -1.428 c 0.561 0.732 0.228 0.661 -0.019 0.547 c /TT0 60 0 R 6.778 -10.636 l 1.697 0.803 1.897 0.452 1.897 0.076 c 21.6 72 576 36 re 2.329 -0.665 l 1.911 -1.583 1.901 -1.412 1.896 -1.226 c 0 0 m 8.821 -7.303 l -0.504 -0.747 -1.611 -1.075 -1.611 -0.19 c Q mY+lim ]O PavS!1rTT,mYfNpervAM =Iiux_d6}F@``!,>3n.w-ml(6p>&,\*1`aDpheQ`yr8 *>T'ld4eL[\oTF s%0g-b 7%6|ZSsY y[C1cm#]hjFv.oA.H i \_FM TXgPmht}&K]Y2le1x-0CJ rg|kNpxXp_ #G7dS_Q`1RsBSevHAm-:&^~t 6.467 -1.305 6.311 -2.808 6.311 -3.758 c 0 1.121 1.262 1.263 2.113 1.263 c /CropBox [ 0 0 612 792 ] Allowing all the air to vent and adequate time for any water absorption in the cement lining are beneficial. (\031\202) Tj Ensure the pump is primed before the valve is opened to the water line. h 4.313 0.482 3.235 -1.599 0.47 -1.599 c /ColorSpace << 1.44 0.039 l Q 1.293 3.317 l /TrimBox [ 0 0 612 792 ] h 469 0 obj <> endobj 1.086 0.443 1.706 -0.517 1.706 -1.728 c */XYrw{' .H Y ==2* sY+J]q( 6v. -3.081 -5.243 -1.965 -4.564 -1.127 -4.017 c 1.892 -1.045 1.887 -0.861 1.887 -0.613 c endobj Water temperature is not typically a huge factor during hydrostatic testing but must be considered at times. 5.659 2.183 3.999 3.645 1.829 3.645 c -0.626 -0.291 -0.356 0 0 0 c 1.307 -0.832 1.279 -1.007 1.174 -1.145 c 1 0 0 1 172.3522 682.9713 cm 1.076 0 Td >> 4 0 obj 0 0 m f 0.603 -0.328 0.865 0.057 1.245 0.057 c IV. q 1.49 -0.913 1.616 -0.662 1.616 -0.389 c 1.34 -1.483 1.34 -1.645 1.364 -1.773 c 2.325 0.76 l q 1.166 -2.749 0.698 -1.222 0 0 c 85.92 0 0 58.31999 257.28152 276.09309 cm /BleedBox [ 0 0 612 792 ] 1 0 0 1 178.9321 685.90669 cm 0 0 m 278.259 361.275 0.637 -0.608 re 1 0 0 1 289.8315 356.3588 cm 4.297 -1.801 l 3.318 -6.027 2.879 -6.084 2.312 -6.084 c f American Water Works Association water industry publications include Standards, Manuals, Journal, Opflow and more. 133.566 671.059 1.9 -7.304 re 1.697 0.803 1.896 0.451 1.896 0.076 c Q Q Q 2.044 3.318 l Submit the following in accordance with Section 01300 Submittals: - 1. C600-17 Installation of Ductile-Iron Mains and Their Appurtenances Copyright 2023 McWane Ductile. /TrimBox [ 0 0 612 792 ] 1.307 0 1.865 0.266 1.865 0.99 c >> h 0.575 -0.555 l >> the most current version of AWWA C600. -5.204 0.071 -3.957 1.745 -1.673 1.745 c (\221\221) Tj -1.611 0.337 -1.15 0.57 -0.651 0.57 c After all the air has been, expelled, the corporation cocks shall be closed and the test pressure applied. The same information may also be obtained in seconds via the McWane Ductile Pocket Engineer. q 0.699 0 l 5.957 0.17 6.708 -1.049 6.708 -2.694 c /GS1 65 0 R /GS0 62 0 R 1.464 -3.565 l 4.149 0.165 3.527 -0.634 2.639 -0.964 c Q 0.315 -0.758 0.294 -0.689 0.18 -0.657 c Web awwa c600 pressure testing pdf download. 4 M q 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. /Annots [ 18 0 R ] /CropBox [ 0 0 612 792 ] -0.248 -1.182 -0.155 -1.33 0.372 -1.418 c 0 0 0 1 K -1.199 -2.688 -0.755 -3.19 -0.176 -3.722 c 1 0 0 1 284.22411 360.2191 cm -3.081 -6.985 m 0.161 -1.763 -0.347 -1.992 -0.865 -1.992 c -1.986 -2.326 -0.581 -4 1.829 -4 c 0.276 -2.039 0 -1.73 0 -1.246 c << 0.879 -3.318 l /CS0 66 0 R 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 -1.29 1.617 -1.816 0.978 -1.816 -0.113 c -2.657 -4.401 -2.44 -4.623 -2.191 -4.623 c 0 g 4.808 -3.404 l -1.344 -4.726 -1.996 -5.362 -2.646 -5.362 c -0.312 -1.058 l 0 g Installers may, at times, have a misconception that water lines do not move because of earth loads of six to eight feet, for example. 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. -0.589 1.383 -0.447 1.117 -0.428 0.808 c 3.143 2.156 3.06 1.698 2.978 1.358 c >> 0 0 m -3.304 -5.942 -4.041 -5.814 -4.736 -5.629 c 3.347 0 l -0.109 -0.523 -0.285 -0.736 -0.285 -1.103 c endobj /GS0 62 0 R q f -0.761 -1.526 -0.504 -1.464 -0.504 -1.227 c 3.9 0.17 4.099 0.17 4.297 0.113 c <> -4.623 -4.07 l AWWA is the voice of water in the nation's capital. f [ <15> 17 <14> 22 <131c> -4 (\031\032) 29 <12> 11 <11> 34 (\037) 10 <10> 19 (\030) 31 (\036) 13 <17> ] TJ 172 0 obj <> endobj 4.68 0.056 4.666 0.61 4.666 1.347 c 1.887 -0.3 l 0.104 -1.802 -0.279 -1.788 -0.703 -1.788 c 1.852 0 1.852 1.953 1.852 3.146 c h /GS2 gs /Annots [ 18 0 R ] 5.658 2.184 3.999 3.644 1.829 3.644 c q f 0 -2.448 l -1.055 -1.3 -0.951 -1.064 -0.713 0.103 c 2.795 0 l 6.566 -0.241 7.516 0.17 8.41 0.17 c 0 -7.303 l T6{Ra>G|FbXno,m&?&kOGy*uW6B$'Mj];gjJDt.Gx&r:dMabz)4&W+d(6~Ubv q 0 0 m Q q (\031) Tj 6.111 0 Td 3.389 -2.652 l }K ^5azrXq* HE+3X ? m:eVRw~XK+UbMWr1sMgG&o~y$PPz:0NeRdi*YO]HRT,dYVur23HU45xUp 15 0 obj Q 0.482 -5.262 -1.035 -5.942 -2.581 -5.942 c Q 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. Q 0 -0.704 0.47 -1.265 1.279 -1.265 c q 278.967 351.319 0.637 -0.608 re -1.461 4.084 l 0 3.462 l 1 0 0 1 301.36771 347.62289 cm -0.312 -0.222 m 1.716 -1.659 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. PDF HYDROSTATIC TESTING OF WATER MAINS - Whitinsville Water Company -4.623 -4.07 l /Type /Page -1.503 -2.226 -4.807 -3.204 -4.807 -0.568 c 1.717 -1.659 l 2.139 1.284 m /Parent 1 0 R Q >> f ?QBe/ii)lM2@`rwL)W)B1C1x=Tlr[^h>-Tz#L0Y=-vn+^to^9Hy~bL1Ut0] Purchase print or pdf versions ofAWWA standards and manuals. Q -0.908 1.745 -0.354 1.659 0.17 1.503 c -1.571 -5.066 -1.789 -4.238 -1.789 -3.515 c 0.575 -0.555 l [ (\035\034) -16 (\033) -21 (\032) -7 (\033) -11 (\031) ] TJ PDF Section 15044 Pressure Testing of Piping Part 1 - General << /TT0 60 0 R -0.742 0.104 -0.946 0.043 -0.946 -0.167 c 2.936 1.263 l -0.32 6.867 l 0.19 7.434 l /T1_4 1 Tf -1.023 -3.043 -1.303 -2.999 -1.209 -2.658 c 1.852 4.186 1.7 5.835 0.19 5.835 c -15.561 -8.879 -11.818 -12.623 -7.197 -12.625 c Q k 1.559 -1.308 1.496 -1.102 1.153 -1.005 c /T1_2 1 Tf These AWWA Standards address all facets of water treatment and delivery. 1 0 0 1 78 591.35091 cm 3.588 0 l Section 330505.31 - Hydrostatic Testing - Cfpua 0 0 0 1 K 0 -2.448 l 1.9 -10.636 l /T1_1 85 0 R /Height 122 q /GS2 gs /TT0 60 0 R -2.601 -3.425 l /Font << Q 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. f 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 h h 2.325 0.761 l 4.255 -3.999 5.659 -2.325 5.659 -0.227 c 4.44 -3.425 l -2.295 -4.697 -2.357 -4.578 -2.336 -4.46 c /C2_0 1 Tf 1.302 -0.863 0.793 -0.863 0.628 -0.863 c 6.369 0 l -2.233 -9.216 -3.081 -8.404 -3.081 -6.985 c Stop struggling with those hard-to-figure field calculations and put ease and efficiency right at your fingertips with our Pocket Engineer for mobile and desktop devices. q 2.091 -1.264 2.562 -0.703 2.562 0 c ANSI/AWWA C600 Installation Guide for Ductile-Iron Mains and Their Appurtenances. First edition approved by AWWA Board of Directors May 8, 1977.This edition approved June 20, 2010. >> /F1 54 0 R 1.316 -2.652 l Q /BleedBox [ 0 0 612 792 ] /Font << 0.104 0 0.024 0 scn 0.525 -0.894 0 -0.624 0 0 c /TrimBox [ 0 0 612 792 ] %PDF-1.3 There is an extremely good chance that the most common installation, regardless of the pipe material, is improper tightening/torque of MJ bolts. 0.813 -0.052 1.083 0.058 1.416 0.058 c q /GS2 63 0 R 0.594 -0.342 l /F1 54 0 R (+V?Q:Z)B^PMkg\yp^.qV0Biw4B1-15x@P[WYD53"; -1.815 -3.148 -0.411 -4.539 2 -4.539 c General coversthe scope, purpose, and application of the standard 0 0 m >> 5.191 -9.898 l (\030\034) Tj 0.499 -1.364 0.323 -1.274 0.323 -1.065 c 0.023 Tc 3.077 2.17 3.673 1.12 3.673 0 c 0 1.16 l q 0 0 m Join water professionals from all over at AWWA's conferences and learn about the different online courses AWWA offers. 0 1.121 1.262 1.262 2.113 1.262 c 0 0 0 1 K -0.946 -0.557 0.161 -0.31 0.161 -1.193 c /MediaBox [ 0 0 612 792 ] 8 0 0 8 78 104.25 Tm 78 663.585 150.026 74.415 re 10.083 -7.913 l Engineering professionals often include on-site training by the manufacturer in the project specification to ensure training is completed. -1.986 -0.227 m 0 -0.458 -0.228 -0.93 -0.548 -0.93 c 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. >> Privacy Policy q 0 0 m /Rotate 0 f /C2_0 39 0 R f 2.61 0 l /CS0 cs >> /T1_2 29 0 R 1.203 0 l A "known value" container such as a quart jar or incremented gallon bucket may be used to refill the original supply source. /GS2 gs 1.383 -0.57 1.269 -0.55 1.155 -0.55 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. 0.229 -0.609 0.059 -0.609 0.003 -0.609 c 1 0 0 1 145.5631 671.0585 cm 43.39 0 Td /T1_2 1 Tf 4 M /T1_0 85 0 R Q 1.654 7.591 l !G,N )M$b9s/!J(Af2dR8|VhZ9B4,'DVBBe BfcF~6J;82[PF-dJiX(I] !3Czz?~ZZ:rY~2nELIwM^cZzV`t=!MBfY fCRf6FH\1V)8VK?l>S>!nm^fXx{='T5[cW\C;XN5Y+J=t`g eSH$4)HoU{B6a{PRlD?xDlDpD~ .Jaz';uA2WO{ E#-G:*X^9BLs.le>i75? 4.666 2.283 l /Resources << q -3.999 -5.899 -5.204 -4.268 -5.204 -2.042 c 2.396 -0.128 3.261 0.17 3.971 0.17 c 1.892 -1.046 1.887 -0.861 1.887 -0.613 c /Font << 2.937 -3.318 l /Type /Annot 1.644 0.281 m &HM50ztvv{>4cF`E)%i+zL!, Q&mR@T-}^J&-/G What is Tuberculation and Why Did it Happen in Iron Pipe? /Rotate 0 /GS3 63 0 R 1.673 0.954 2.484 0.086 2.484 -0.937 c -4.028 -4.368 -3.403 -4.551 -2.751 -4.551 c Q /C2_0 39 0 R 4.952 8.226 4.817 7.399 4.714 6.882 c 4.187 0.266 3.246 -1.034 1.809 -1.034 c If a water line installed in the winter is filled with city water at 60 degrees Fahrenheit and the ground temperature is 32 degrees Fahrenheit, the water will cool and the pressure will drop. q gfg??^W~3ZDeL{&. -0.352 0.57 -0.157 0.522 0.043 0.479 c 2.931 6.343 4.072 5.481 4.466 4.352 c /T1_5 1 Tf << /Im0 Do These piping systems often contain components made from other materials. 69.124 15.616 l << -1.51 5.138 -0.152 6.343 1.408 6.343 c -3.999 -5.9 -5.204 -4.268 -5.204 -2.042 c 0.641 0.709 0.372 0.576 0 0 c 0.382 -2.524 0 -1.205 0 0 c h ET Think about it, you have installed a water line - test with water. 1 0 0 1 330.1631 377.6781 cm -4.807 1.007 -3.432 1.702 -1.943 1.702 c -0.504 -0.746 -1.611 -1.074 -1.611 -0.191 c It may be necessary to supplement this standard with special requirements not included in this standard (see foreword, Sec. 2.798 0.257 1.833 1.245 0.622 1.245 c 8 0 obj 284.59 351.319 0.637 -0.608 re -0.548 -7.222 -0.496 -7.325 -0.496 -7.458 c 0.622 1.245 m PDF/X-1:2001 -0.403 -0.62 -0.641 -1.299 -0.765 -1.728 c /GS3 gs 0 Tw 0.637 1.16 l 0.31 -5.509 -0.269 -4.829 -0.847 -4.342 c q h /F1 54 0 R 0.603 0 l h 2 0 obj 5 0 obj At the, conclusion of the pressure test, the corporation cocks shall be removed and plugged. q -1.085 -1.788 -1.499 -1.802 -1.964 -1.832 c << -2.822 -1.659 0.482 -0.921 0.482 -3.559 c -1.341 -1.978 -1.745 -1.431 -1.745 -0.685 c 0.181 0.371 l 0 g Q The test pump is to be connected at the lowest point of the line. 468 0 l /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] f /BleedBox [ 0 0 612 792 ] an adequate length away from valves and fi ttings in accordance with AWWA . q 0 Tc The Contractor shall submit a test report which includes the following 3.379 -2.652 l -0.71 -3.425 l 3.928 -7.913 l %PDF-1.5 % 1.801 -0.993 l /GS2 64 0 R /T1_0 105 0 R 0.072 -4.829 -0.517 -5.066 -0.951 -5.066 c California Transparency in Supply Chain Disclosure -0.023 Tw q 0.637 -2.448 l q 0.709 5.361 -0.284 5.148 -1.021 4.808 c q /Length 6067 >> 0.85 0 1.302 0 1.302 -0.406 c -0.946 -0.556 0.162 -0.309 0.162 -1.193 c Q /Type /Page 0.403 -3.367 0.972 -2.658 0.972 -1.565 c /Parent 1 0 R 4.779 -2.113 l -0.606 1.245 -1.566 0.251 -1.566 -0.937 c 0.444 0 l /Annots [ 18 0 R ] H{\O.j\J7Sv%J a0tOH=LRbl YQ_hm -]}I-Y\ >>^JTj /CropBox [ 0 0 612 792 ] 4.41 -7.303 l 4.127 -1.702 3.787 -1.645 3.446 -1.645 c -2.295 -8.226 -1.707 -8.773 -1.106 -8.773 c <0e1e> Tj q q h The last two digitsindicatethe year itwas approved, withany applicablerevision information listed at the bottom. -1.026 1.903 -1.845 3.848 -2.398 5.659 c f 3.716 -5.913 l /TrimBox [ 0 0 612 792 ] 278.967 350.263 0.637 -2.448 re endobj -4.027 -4.367 -3.404 -4.553 -2.751 -4.553 c 0.63 -4.549 1.126 -5.361 1.126 -6.366 c -0.284 6.069 l 1 0 0 1 84.4866 682.4324 cm 1.085 0.443 1.706 -0.517 1.706 -1.728 c -2.212 0.313 -2.822 0.128 -2.822 -0.496 c 0.803 -0.042 1.093 0.057 1.331 0.057 c T* 4.666 4.439 3.743 5.361 1.517 5.361 c q 1.892 -1.045 1.887 -0.861 1.887 -0.613 c 0.813 -0.052 1.083 0.057 1.417 0.057 c >> 2 w 16 0 obj /T1_1 55 0 R 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". 3.602 -3.83 l /GS1 65 0 R h 0.908 -3.148 0.086 -2.482 0 -1.305 c 1.17 1.284 l /CS0 66 0 R -0.827 0.09 -1.079 -0.223 -1.079 -0.685 c Cover: Includestheabbreviation for thestandard name in the upper righthand corner. 0.637 -2.448 l 284.59 350.263 0.637 -2.448 re -1.29 1.617 -1.815 0.979 -1.815 -0.114 c >> 3.319 -6.025 2.879 -6.083 2.312 -6.083 c -1.744 1.849 -2.12 1.264 -2.12 0.556 c 0 0 m [ <0f> 2 (\033) -26 (\031) -9 (\036) -4 <1d171b> -26 (\036) 15 <0e170d> -9 <0c> 16 <12> 2 (\031) -9 <1017> ] TJ -0.007 Tw -2.285 -1.329 -2.605 -2.525 -2.636 -3.663 c PDF SECTION 9 WATER CONSTRUCTION STANDARDS - Truckee Meadows Water Authority 14.4 TL 0 0 m Q 0.88 -3.318 l Fromdesign to installation, we take great pride in providing education and trainingto water professionals throughout the water and waste water industry. 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. /Type /Pages endobj Jerry Regula, "JR" is a product engineer with McWane Ductile. 0 0 m -0.207 -0.32 m 1.04 SUBMITTALS A. /Im0 19 0 R 0.613 -0.332 l >> 13.8 TL h h /ProcSet [ /PDF /ImageI /Text /ImageC /ImageB ] Each AWWA Standard is developed by a dedicated volunteer committee and is subjected to a rigorous formal approval process. The trench type specified for the project is intended to balance the external forces involved but will not eliminate movement. Section 600 - Water Distribution System - Apex, NC h -3.219 -3.389 -2.581 -4.424 -1.248 -4.424 c /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] 0 3.462 l 0.63 -1.832 l 10 0 0 10 258 228.8749 Tm -0.581 0.198 -1.007 0.313 -1.702 0.313 c stream /C2_0 39 0 R /Type /Page 2.316 1.477 2.45 1.994 2.45 2.289 c Crews have worked long hours to meet deadlines and are anticipating the end of the project. Q 1.092 2.397 0.156 2.326 -0.567 1.971 c -0.238 -1.483 -0.039 -1.417 0.071 -1.369 c 1 0 0 1 215.36369 689.2394 cm 0.524 -0.893 0 -0.624 0 0 c /T1_1 49 0 R The American Water Works Association first published consensus documents in 1908. q 4.666 2.283 l /Annots [ 18 0 R ] q 0 0 m 0.637 -2.448 l 0 Tw Each valved section of pipe shall be slowly, filled with water, and the specified test pressure (based on the elevation of the, lowest point of the line or section under test and corrected to the elevation of the, test gauge) shall be applied by means of a pump connected to the pipe. h Service Taps 1.246 -1.982 l 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 /F1 54 0 R 3.588 1.391 l /T1_0 34 0 R /T1_2 1 Tf f 0 1.092 0.596 2.17 1.829 2.17 c -0.775 -2.999 -0.816 -3.043 -0.91 -3.043 c BT q 2.994 7.434 4.313 5.709 4.313 3.057 c h -0.314 -2.205 l 11.969 0 l 1.131 0.266 1.307 0.133 1.307 -0.261 c q -0.321 6.867 l -1.079 -1.136 -0.865 -1.483 -0.419 -1.483 c /T1_3 94 0 R /MediaBox [ 0 0 612 792 ] 1.996 0.057 2.248 -0.352 2.248 -0.903 c h 2.139 1.284 m 3.021 -1.021 l >> >> 0 30.063 l 1.477 -2.448 l 4.44 -3.425 l f 0.956 -0.262 l 1.901 1.39 l 0.161 -1.763 -0.347 -1.992 -0.865 -1.992 c completely from the section of piping under test. /BleedBox [ 0 0 612 792 ] 1.696 0.803 1.896 0.451 1.896 0.076 c /CS0 66 0 R The amount of make-up water is documented and compared from all three tests. Approved by American National Standards Institute Feb. 9, 1994. /Resources << /GS1 65 0 R /Rect [ 21.6 756 597.6 792 ] examined carefully during the test. /MediaBox [ 0 0 612 792 ] /BleedBox [ 0 0 612 792 ] This edition approved June 6, 1993. 2.595 -0.576 3.442 0.029 3.442 1.506 c adobe:docid:indd:5cad130e-228d-11dd-b753-bc3d6c84f515 38.086 0 Td 1.886 2.397 l >> h 0.32 5.08 l 0 -7.303 l Understanding testing factors during design will enable the water professional to prepare for obstacles that may arise during the testing process. 4.529 -9.033 l 1.925 -1.773 l 1.644 -0.841 0.62 -1.58 -0.869 -2.171 c 116.791 674.207 1.9 -1.815 re 114.677 685.907 1.901 -7.303 re 1.892 0 l /CS0 66 0 R 1.616 0.292 0.89 0.292 0.736 0.292 c General B. 0.162 -1.764 -0.347 -1.992 -0.865 -1.992 c /BleedBox [ 0 0 612 792 ] From source to storage, from treatment to distribution, AWWA Standards cover the products and processes related toall areas of water treatment and supply. 1 0 0 1 128.63091 669.668 cm 12 -39.6 l -0.589 1.383 -0.446 1.117 -0.428 0.808 c 0 5.835 l Hydrostatic Testing Awwa 600 | PDF | Pressure | Litre - Scribd 10.721 -7.303 l Q 11.969 0 l 0.214 0.162 0.485 0.266 0.756 0.266 c 1 0 0 1 348.2222 356.95641 cm Q [ <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 4.27 9.186 4.869 8.817 5.097 8.595 c << uuid:30eca241-7de2-456d-bac9-3192a24bd32d 4 M 1.245 -1.982 l 116.791 671.059 1.9 -7.304 re -0.429 -2.827 -1.251 -1.97 -1.251 -0.937 c 8.075 -13.273 l 1 0 0 1 132.4744 685.90669 cm f -0.207 -0.609 l 0.29 1.049 0.692 1.167 0.993 1.167 c -2.283 3.679 m -0.195 0.066 -0.338 0.104 -0.571 0.104 c -0.207 -0.704 l q -1.964 -1.462 l 2.037 2.644 1.427 1.905 0.858 0.886 c 0.327 -1.024 0.327 -1.007 0.319 -0.866 c 18 0 obj /GS2 63 0 R h Location: Water transmission lines s hall be located and sized in accordance . (Revision of ANSI/AWWA C600-10) AWWA Standard Installation of Ductile-Iron Mains and Their Appurtenances Effective date: July 1, 2017. 0.553 -1.56 l 1.112 -2.02 0.965 -2.039 0.775 -2.039 c 4.127 -1.702 3.787 -1.645 3.446 -1.645 c >> -1.986 -2.325 -0.582 -3.999 1.829 -3.999 c /Resources << 1.126 0 Td /T1_1 85 0 R 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. 1.477 -0.988 l 258 341.102 120 42.898 re 2.411 3.971 2.936 3.574 2.936 2.397 c -0.285 -1.569 0.138 -1.83 0.57 -1.83 c 0.254 0 l f We provide the resources you need to continue to learn and the tools you need to do your job well. 1. 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. f 2.131 -3.425 l endobj q /TrimBox [ 0 0 612 792 ] /CropBox [ 0 0 612 792 ] f f T* -0.127 -3.044 -1.357 -2.232 -1.89 -0.761 c 0.002 Tw -2.283 7.434 m 2.781 -2.334 1.964 -3.043 1.396 -3.043 c This will enhance the probability of removing aII air from the conduit. /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] 0.637 -2.377 l -1.55 -1.364 l 1.461 0 Td -0.471 0.465 l >> 0 Tc We may chuckle a little, but this happens all too frequently in the field. /Resources << h 4.808 -2.51 4.793 -1.304 3.574 -1.304 c -0.115 0.052 -0.238 0.09 -0.433 0.09 c /T1_0 1 Tf highway and railroad crossings 0.637 -1.141 l AWWA C600-10 Installation of Ductile-Iron Mains and Their - Store Installation of Ductile-Iron Mains and Their Appurtenances 0 0 m /Type /Action h -0.012 Tw /Contents 68 0 R 4.58 7.901 4.383 8.729 3.463 8.729 c /Font << Valves shall, not be operated in either the opening or closing direction at differential pressures, above the rated pressure. <>/XObject<>/ProcSet[/PDF/Text/ImageB/ImageC/ImageI] >>/MediaBox[ 0 0 612 792] /Contents 4 0 R/Group<>/Tabs/S/StructParents 0>> -1.986 -0.227 m << -1.744 1.849 -2.12 1.264 -2.12 0.556 c -4.623 -4.07 l 1.81 -3.118 2.798 -2.148 2.798 -0.937 c 0.685 0 l Q 02702 - 2 of 6 Kansas City, Missouri Revised 07/31/20 Water Services Department Standard Specifications 1.07 CONTRACTOR SUBMITTALS A. /Type /Page -0.109 -0.522 -0.285 -0.736 -0.285 -1.103 c -1.433 4.084 l /T1_4 80 0 R 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. AWWA C600 - Installation of Ductile-Iron Mains and Their - GlobalSpec f /Type /Catalog h [ <14> -8 <10> -9 <15> -8 (\033) -21 <100d1a> -1 <15> -8 <1e0d0c> 48 <10> -17 (\033) -12 <09> -2 <15> -4 (\034) -8 <08> -7 (\034) -10 <0b> -42 (\031) ] TJ -15.094 -1.221 -15.561 -2.749 -15.561 -4.258 c 1.901 0 l q f 0.2 0.5 0.3 RG /CropBox [ 0 0 612 792 ] 0.565 0 l PDF Installation of Ductile- Iron Mains and Their Appurtenances 1.9 -1.645 1.9 -3.574 1.9 -4.623 c %PDF-1.5 4.666 4.439 3.744 5.361 1.518 5.361 c >> -1.341 -1.977 -1.745 -1.431 -1.745 -0.685 c -1.815 -3.148 -0.411 -4.539 2 -4.539 c Delivery covershow the product can be packaged, marked, and shipped. ET 0.5 w /ColorSpace << 3.035 -1.249 3.035 -1.73 3.106 -2.114 c 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. First edition approved by AWWA Board of Directors May 8, 1977. 6.708 -7.303 l -1.049 1.702 -0.468 1.56 0.128 1.433 c Through 12 In. -2.283 -1.599 l 17 0 obj /T1_2 85 0 R /Rotate 0 S /Type /XObject Q /CS0 66 0 R 1.688 -1.659 l 0 0 m /MediaBox [ 0 0 612 792 ] h >> 4.658 0 l AWWA 0 0 m 1 0 0 1 115.188 669.4841 cm Q 0 0 m [ <9102> -38 <04> -33 (\221) -74 (\221) -41 <04> -28 <02> -21 <0d> -39 (\215) -52 (\222) ] TJ /Pages 1 0 R /T1_2 80 0 R Work smart, work hard, and work safe! 14 0 obj -1.985 -2.325 -0.582 -3.999 1.829 -3.999 c 0.323 -0.69 0.747 -0.642 1.031 -0.642 c -2.295 -8.226 -1.706 -8.773 -1.106 -8.773 c h /ColorSpace << 3.602 -3.829 l 378 384 l /ColorSpace << Click here to purchase the full version from the ANSI store. 1 0 0 1 314.4575 377.6781 cm 0 Tc q 0 0 m ; 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. -0.086 -1.953 -0.276 -1.977 -0.537 -1.977 c Q [ <15> 6 <11> -4 <100f> -5 <1015> 1 (\033) -12 <10> -15 <12> ] TJ h 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 /Contents 100 0 R 1 0 0 1 306.67239 348.745 cm h V. Verification includesmaterial tests and manufacturing processes to ensure product quality -0.114 0.052 -0.238 0.09 -0.433 0.09 c (\037\036) Tj Q /Type /Page 0.637 0 l f h 0 0 m 1.128 0 Td 1 Q A water line moves like an accordion when pressures are increased/decreased. 1.193 -1.148 1.262 -1.348 1.262 -1.742 c
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