-0.742 0.104 -0.946 0.043 -0.946 -0.167 c 0 0 m 4-1 Performance test on 36-in. 0.94 -0.207 1.023 0.237 1.023 0.37 c /ColorSpace << 1 0 0 1 308.52049 371.5121 cm 0.31 -0.089 -0.114 -1.241 -0.724 -2.865 c -1.744 1.849 -2.12 1.264 -2.12 0.556 c <0e1e> Tj 0 -3.565 l -0.964 3.177 m 0.181 1.227 -0.076 1.849 -0.984 1.849 c Click here to purchase the full version from the ANSI store. f 1.235 0 Td 0.637 -1.141 l h 1 0 0 1 159.51871 680.71609 cm 1.307 -0.832 1.279 -1.007 1.174 -1.145 c 4.313 0.482 3.235 -1.599 0.47 -1.599 c 1.603 -2.283 2.553 -1.829 2.993 -1.021 c -1.51 5.138 -0.152 6.343 1.408 6.343 c -2.026 0 l /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] -1.076 -1.25 Td 2.623 -9.898 l As new technologies emerge, new standards are developed. q -0.01 Tc h HWN$7 1 0 0 1 288.61079 350.26311 cm 0 0 m 0 0 m >> 0 0 m 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. /T1_0 85 0 R f Q /Pages 1 0 R 0 0 m 2.044 3.317 l 0.072 -4.829 -0.517 -5.066 -0.951 -5.066 c f f Q Q Body of the Standard: Includessix sections: I. [ (\201) -25 <0f8d> -15 <0e0619> 21 <11050f060f0d0c19> 21 <048f8f8d0d> 15 <10110519> 21 (\220) 20 (\235\031) 21 (\037) 40 (\032\032) 40 (\037\031) 21 21 <0d0b19> 21 -15 <0e19> 21 <8004> 25 <9d198201> 50 <191483848402> ] TJ 0 0 m 1.649 2.652 l 0.56 0.732 0.228 0.661 -0.019 0.547 c 1.716 -1.659 l 1.801 -0.979 2.581 0.17 3.716 0.17 c h -1.29 1.617 -1.815 0.978 -1.815 -0.113 c f q /T1_3 94 0 R -1.611 0.337 -1.15 0.57 -0.651 0.57 c f /Type /Page q -1.612 0.337 -1.15 0.57 -0.651 0.57 c 4.707 -1.839 3.185 -3.044 1.408 -3.044 c -0.582 0.198 -1.007 0.313 -1.702 0.313 c h /Font << q *Reminder - connect the gauge to the pipe, not the pump. h examined carefully during the test. 0 -10.636 l f 0.002 Tw mn >*[X;J6 } -1.483 1.136 -1.302 1.383 -0.945 1.383 c 1 0 0 1 330.1631 377.6781 cm -3.081 -5.243 -1.965 -4.564 -1.127 -4.017 c S 10.21 0.17 10.721 -1.064 10.721 -2.694 c >> -0.964 3.177 m 0.86 -1.83 1.178 -1.678 1.326 -1.407 c /Kids [ 3 0 R 4 0 R 5 0 R 6 0 R 7 0 R 8 0 R 9 0 R 10 0 R 11 0 R 12 0 R 13 0 R 14 0 R 15 0 R ] f 1.336 -1.407 l 0 0 m << 1.706 -2.939 0.899 -3.604 0.103 -4.017 c ET Section 330505.31 - Hydrostatic Testing - Cfpua /Rotate 0 The pump should be isolated from the line during the actual test period. Copyright 2023 McWane Ductile. 2.091 -1.264 2.562 -0.703 2.562 0 c We provide the resources you need to continue to learn and the tools you need to do your job well. Section 600 - Water Distribution System - Apex, NC q -0.341 6.572 l 78 663.585 150.026 74.415 re /T1_3 85 0 R /BleedBox [ 0 0 612 792 ] f Jerry has been involved in nearly all facets of the foundry, providing him with extensive experience in manufacturing, installation, and design of ductile iron water products. After all the air has been, expelled, the corporation cocks shall be closed and the test pressure applied. There is also a benefit to documented standards compared to word-of-mouth training. proof:pdf 0.637 -2.448 l /TrimBox [ 0 0 612 792 ] 1.649 2.652 l 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. 6.539 0 Td /T1_0 34 0 R q Q 1.459 0 l 0 5.835 l -0.548 -7.222 -0.496 -7.325 -0.496 -7.458 c /Parent 1 0 R -0.279 2.333 -0.641 2.023 -0.982 1.595 c In no event will AWWA be liable for direct, indirect, special, incidental, or consequential damages arising out of the use of information presented in this book. -0.908 1.745 -0.354 1.659 0.17 1.503 c /TrimBox [ 0 0 612 792 ] (Revision of ANSI/AWWA C600-10) AWWA Standard Installation of Ductile-Iron Mains and Their Appurtenances Effective date: July 1, 2017. /C2_0 39 0 R 4.658 0 l 0.254 0 l q -1.789 -2.585 -1.375 -0.782 -0.248 0.458 c 6.356 -9.033 l 0 0 m 0.637 -0.55 0.637 -1.197 0.637 -1.549 c 4.58 7.901 4.383 8.729 3.463 8.729 c 1.076 0 Td 2.091 -1.264 2.562 -0.703 2.562 0 c >> f 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. >> -0.775 -2.999 -0.816 -3.043 -0.91 -3.043 c revision of AWWA Standard C600, C901 and C902 plus the additional requirements of the Department of Health, and WWS. hb```f`` @( /fr@g2ip^ pk'Xd,&;VSyNaS=qwvw 0.524 -0.893 0 -0.624 0 0 c 1 0 0 1 265.99561 356.11169 cm /T1_0 34 0 R 0 0.637 -0.551 0.637 -1.197 0.637 -1.549 c << /T1_1 85 0 R Testing 607 Repair and Abandonment . f IV. -1.108 -1.992 -1.355 -1.949 -1.587 -1.887 c 0.907 -3.148 0.085 -2.482 0 -1.305 c q 1 0 0 1 281.15379 359.6918 cm 2.329 -0.665 l 0 0 m 1.975 -2.053 1.964 -2.186 2.037 -2.186 c f 1 0 0 1 314.9429 356.95641 cm 1.246 -2.211 l 0.4 -1.365 0.731 -1.039 0.731 -0.634 c 0.794 -0.77 0.666 -0.328 0.666 0.076 c /Resources << q -0.248 -1.182 -0.155 -1.33 0.372 -1.418 c 1.131 0.266 1.307 0.133 1.307 -0.262 c Q /BleedBox [ 0 0 612 792 ] If there is a conflict between the two the more conservative shall apply. There is an extremely good chance that the most common installation, regardless of the pipe material, is improper tightening/torque of MJ bolts. 0 0 m 1.81 -3.118 2.798 -2.148 2.798 -0.937 c /Resources << 0.85 0 1.302 0 1.302 -0.406 c 2.139 1.284 m 0.794 -0.77 0.665 -0.328 0.665 0.076 c 5.049 -1.305 l C600-17 Installation of Ductile-Iron Mains and Their Appurtenances >> Q /GS2 63 0 R 6.311 -7.303 l hbbd``b`@ U,OT aH11012X10 30 )~ 1 0 0 1 280.4966 356.11169 cm Aw=g cN-k/{pq)MN###2&icaZ/xg=Jh.dqW^}x-K>z h /C2_0 39 0 R /TrimBox [ 0 0 612 792 ] >> 0.007 Tc Installers may, at times, have a misconception that water lines do not move because of earth loads of six to eight feet, for example. >> 0.323 -1.065 m h -0.002 Tc << q 1 0 0 1 78 127.334 cm 0 1.391 l 2.396 -0.128 3.261 0.17 3.971 0.17 c -0.326 3.645 -1.985 2.183 -1.985 -0.227 c 0.665 0.076 m General coversthe scope, purpose, and application of the standard 1.696 0.803 1.896 0.451 1.896 0.076 c -1.403 0 l Q 0.001 -0.704 l /Length 6067 468 0 l << 0.88 -3.318 l 278.259 361.275 0.637 -0.608 re -0.317 -1.599 l 0.323 -0.689 0.747 -0.642 1.032 -0.642 c <0a1b> Tj >> [ (\037) -13 (\036) -2 (\035) -3 (\034) 10 (\033) 32 (\037) 18 (\032) -46 (\032) 12 (\037\031\030) -7 <17> -11 <16> -18 <16> -57 <15> 28 <14> 25 <1619> ] TJ /CropBox [ 0 0 612 792 ] default 0.637 0 l 3.9 0.17 4.099 0.17 4.297 0.113 c Q Laying 1. . 3.021 -1.021 l >> f 1 0 0 1 282.9355 349.79781 cm 0.214 0.162 0.485 0.266 0.756 0.266 c -2.12 -0.247 -1.649 -0.713 -0.841 -0.713 c 0.006 Tc (\031) Tj << 1 0 0 1 93.53391 669.5269 cm h /TT0 60 0 R 0 Tc 0.214 0.162 0.485 0.266 0.756 0.266 c 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 0 0 m C600-17 Installation of Ductile-Iron Mains and Their Appurtenances; American Water Works Association; AWWA; Installing Ductile-Iron Mains; disinfection; highway and railroad crossings; trenchless applications; subsqueous Crossings; Service Taps; hydrostatic testing; Q -0.238 -1.483 -0.038 -1.416 0.071 -1.369 c At the, conclusion of the pressure test, the corporation cocks shall be removed and plugged. 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." 116.791 674.207 1.9 -1.815 re 5.658 2.184 3.999 3.644 1.829 3.644 c -0.631 0 -1.2 -0.709 -1.2 -1.817 c 1 0 0 1 349.4077 372.07069 cm 0 1.092 0.596 2.17 1.829 2.17 c /T1_0 34 0 R /Rotate 0 1.126 0 Td f 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. 0 0 m 0 Tc 1.302 -0.863 0.793 -0.863 0.628 -0.863 c /T1_0 85 0 R 0.813 -0.052 1.083 0.058 1.416 0.058 c Q /GS1 65 0 R 0.22 -1.009 0.226 -1.034 0.241 -1.058 c 0.617 0.954 m W Q 18.046 -39.6 l 0 -5.353 l 3.078 2.17 3.673 1.12 3.673 0 c Crews have worked through inclement weather. >> 0.709 5.361 -0.284 5.148 -1.021 4.808 c All head pressure will thus be included in the reading on the gauge. Effective . Any material not designed for the specific pressures should not be used and should be isolated from any section of a line to be tested at higher pressures. /Contents 68 0 R Consult with the TMWA engineer and inspector . 1.852 -3.997 l -2.283 7.434 m stream T* -0.326 3.644 -1.986 2.184 -1.986 -0.227 c Q (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. Q 1.887 0.423 1.577 0.732 0.832 0.732 c 0.604 -0.333 l IG,8,1K$%4O_f[Gm7{[/=)wO xs?2QR(6e+qP! 1.477 -0.988 l 0.98 0.761 l 4TusQ2+$ho71#A ={ ZN6b3j:OZRIm IO{IM^94mUHx*4O h|o@mBv`! /CropBox [ 0 0 612 792 ] q q -1.403 0 l 10.112 -7.913 l 1.9 0 l This includes products that comply with ANSI*/AWWA C900, ANSI/AWWA C907, or ANSI/AWWA C909. 0.637 -2.377 l /Font << /GS2 gs /BleedBox [ 0 0 612 792 ] -1.851 -4.623 -1.468 -4.239 -1.075 -3.722 c 1.611 -1.141 l 1 0 0 1 124.87289 700.60249 cm 8.075 -13.273 l 0.604 -0.328 0.865 0.058 1.246 0.058 c endobj 1 0 0 1 289.8315 356.3588 cm Direct any of your questions related to technical and operational information to our Engineering & Technical Services Department. !G,N )M$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? /TT0 60 0 R >> First edition approved by AWWA Board of Directors May 8, 1977. 0 -7.303 l >> -2.212 0.312 -2.822 0.128 -2.822 -0.496 c q /T1_0 34 0 R -2.269 -4.553 -1.503 -4.367 -1.503 -3.659 c 0.689 -0.261 0.376 -0.285 0.133 -0.404 c /F1 54 0 R 1 0 0 1 86.1451 738.00011 cm <>/XObject<>/ProcSet[/PDF/Text/ImageB/ImageC/ImageI] >>/MediaBox[ 0 0 612 792] /Contents 4 0 R/Group<>/Tabs/S/StructParents 0>> >> /C2_0 39 0 R 1.112 -2.02 0.965 -2.039 0.775 -2.039 c 0.482 -5.262 -1.036 -5.942 -2.581 -5.942 c 1.44 -0.603 l -0.049 Tw 4.529 -9.033 l Q Q 0.556 1.298 0 0.808 0 0 c << 13.898 0 l 1.688 0 l h 1 0 0 1 269.7085 360.2191 cm /Rotate 0 /ColorSpace << f -1.35 -1.464 -1.141 -1.526 -0.922 -1.526 c -8.893 11.48 -11.328 5.686 -14.394 0.002 c 2.933 0 Td 1.892 0 l Q /T1_2 49 0 R 1.477 -0.76 1.477 -0.437 1.112 -0.437 c >> 4.149 -5.353 l PDF/X-1:2001 0.737 -0.437 0.637 -0.937 0.637 -1.25 c /TT0 60 0 R 114.677 685.907 1.901 -7.303 re /GS2 gs 2. 3.801 -2.808 3.006 -3.148 2.085 -3.148 c 0 0 m 8 0 obj 0.254 0 l Q 1.404 -3.83 l 3.673 -1.22 3.29 -2.524 1.829 -2.524 c 1 0 0 1 268.6958 377.6796 cm /ExtGState << 0.765 1.565 1.788 3.19 2.564 3.19 c q (\037) Tj 10.083 -7.913 l 6666 West Quincy Avenue, Denver, Colorado 80235, The testing methods described in this section are specific for water-pressure, testing. 2.936 0.695 2.85 0.17 2.539 -0.241 c 4.992 0.17 5.715 -0.213 6.126 -1.12 c 6.048 -13.273 l /T1_5 1 Tf /GS0 62 0 R Prime the pump to remove all air prior to engagement with the line. [ (\033) -3 <1314> 6 (\034) 4 <1512> ] TJ 0 14.772 l n /TrimBox [ 0 0 612 792 ] /CS0 66 0 R -1.923 -0.738 -1.023 0.443 0.052 0.443 c 0.001 Tc -2.468 0.27 -3.219 -0.666 -3.219 -2.042 c -0.34 0.156 -0.709 0.27 -1.29 0.27 c /T1_1 80 0 R f 6.369 -1.751 l /TT0 60 0 R 2.512 5.607 l /T1_0 1 Tf Duration of the test is two hours. Q 0.637 0 l 0 -0.703 0.47 -1.264 1.279 -1.264 c -1.341 -1.978 -1.745 -1.431 -1.745 -0.685 c /Rotate 0 0.594 -0.342 l /ExtGState << q q n h /Producer (PyPDF2) 2.512 5.607 l /T1_1 34 0 R 1 0 0 1 178.9321 685.90669 cm 18 0 obj 0 -1.2 TD 2.042 -1.751 l 0.666 0.442 0.865 0.803 1.279 0.803 c 1 0 0 1 123.3138 684.3322 cm 4.666 2.283 l 0 0 m 2.522 8.729 2.067 7.857 2.067 6.838 c 0.18 -0.652 l >> /Contents 17 0 R 1.065 -1.034 0.352 -0.709 0 0 c The purpose of this standard is to provide the minimum requirements for the materials and installation of CIPP systems for the rehabilitation of existing potable water mains 4 in. Try out the McWane Pocket Engineer today. 468 0 l 0.561 0.732 0.228 0.661 -0.019 0.546 c 0 0 m 1.911 -1.583 1.901 -1.412 1.897 -1.226 c Q 1.887 -0.299 l -2.233 -9.216 -3.081 -8.404 -3.081 -6.985 c /Font << [ (\037) 70 (\036) -65 (\036) 56 (\037\035\034) -5 (\033) -3 (\032) -6 (\031) -3 (\030) -18 (\032) -4 <17> -1 (\030) ] TJ /GS2 gs 1.852 4.186 1.7 5.835 0.19 5.835 c f 3.673 -1.22 3.29 -2.524 1.829 -2.524 c uuid:30eca241-7de2-456d-bac9-3192a24bd32d BT /F1 11.5 Tf /Contents 103 0 R -1.251 0.086 -0.446 0.954 0.617 0.954 c 1 0 0 1 144.24471 688.50121 cm 1.461 0 Td h 1.886 2.397 l 1.887 0.423 1.578 0.732 0.832 0.732 c 4.326 -9.033 l 2.595 -0.576 3.442 0.029 3.442 1.506 c 1.74 -3.318 l /Type /Page -2.283 -1.599 l 1.603 -2.283 2.553 -1.829 2.992 -1.021 c 2.044 3.318 l 0.021 Tc /C2_0 39 0 R /CropBox [ 0 0 612 792 ] /F1 54 0 R >> -1.107 -1.992 -1.355 -1.949 -1.588 -1.887 c 0.613 -0.332 l -1.416 -3.929 -1.685 -4.106 -2.202 -4.711 c 4.297 -1.801 l 0 0 m /Subtype /Image
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