0 -2.448 l 2.45 2.466 2.44 2.644 2.285 2.644 c Q -0.325 3.659 0.483 3.972 1.291 3.972 c -0.471 0.465 l SM 2017 American Water Works Association. 0.31 -5.509 -0.269 -4.829 -0.848 -4.342 c 0 0 m 1 0 0 1 78 591.35091 cm 0 0 m /TT0 60 0 R Q 1.336 -1.407 l Continue to grow your professional development through American Water Works Association. C600-17 Installation of Ductile-Iron Mains and Their Appurtenances Q PDF HYDROSTATIC TESTING OF WATER MAINS - Whitinsville Water Company 0 0 m /T1_4 1 Tf Q 1.461 0 Td 0.499 -1.364 0.323 -1.273 0.323 -1.065 c -8.893 11.48 -11.328 5.686 -14.394 0.002 c From the initial standards covering pipes, water meters and steel water storage tanks, AWWA volunteers have guided the expansion of the standards program. /BleedBox [ 0 0 612 792 ] /CS1 20 0 R q 4.326 -9.033 l 1.9 -1.645 1.9 -3.574 1.9 -4.623 c 172 0 obj <> endobj -1.29 1.617 -1.815 0.978 -1.815 -0.113 c 8.765 -9.898 l Yes, a ductile iron cap is heavier than a balloon, which ultimately means it will do more damage when it lands. 0.499 -1.364 0.323 -1.274 0.323 -1.065 c -2.657 -8.979 -2.687 -8.847 -2.636 -8.684 c 4.779 -2.113 l 4.313 0.482 3.235 -1.599 0.47 -1.599 c 1 0 0 1 282.9355 349.79781 cm True PDF Section 15044 Pressure Testing of Piping Part 1 - General . h 0.524 -0.893 0 -0.624 0 0 c 469 0 obj <> endobj 2.937 -3.318 l -0.013 Tw Q Multiple air release locations may be provided due to the contour of the line. 1 0 0 1 301.36771 347.62289 cm -0.403 -0.62 -0.641 -1.299 -0.765 -1.728 c << 0.29 1.049 0.692 1.167 0.993 1.167 c How many times in your life have you encountered a situation such as this one: A newlywed wants to cook Thanksgiving dinner. /T1_2 1 Tf 0 Tc 5 0 obj f stream Testing plan, procedures and schedule. 1, 1994. -1.923 -0.738 -1.023 0.443 0.052 0.443 c /Parent 1 0 R 0.637 0 l x;i ?f@ v{0o>p$$'$DUWW]OC>&]oMpu{}k?#yUDM=/!Y.e'gE.WJ-eHr\eOr%2]\5\@? [ <17> -18 <17> -18 <17> -18 <17191a11> -11 <0e> -16 <06198b> -20 (\210) -8 <0f> -8 <0c> -17 <07> -18 (\235\031\037) -2 <10> -10 <11> -12 <0c> -10 (\210) -16 <1119> ] TJ /ExtGState << f f 0.323 -0.69 0.747 -0.642 1.031 -0.642 c 1.697 0.803 1.896 0.451 1.896 0.076 c 11.969 0 l 0 Tc f Q rx,/RiA"G/?9`eRY,%> 0hPy4!=qaFN^KW_$"U-~{~W }z%I>{{@@mQOF'55g)yyA &/EhZK% Ws6+kwKo;l[dpw~W2m$MhSi{GZbi?wD!P4Hk]gdZ>-. 0.972 -0.664 0.62 0 0 0 c 0 0 m 1.901 3.46 l /Type /Page Fill the line at the lowest possible location while providing an air release at the highest location. 1 0 0 1 273.2827 349.7504 cm 2 0 obj 5.659 2.183 3.999 3.645 1.829 3.645 c -1.483 1.136 -1.302 1.383 -0.945 1.383 c an adequate length away from valves and fi ttings in accordance with AWWA . /CropBox [ 0 0 612 792 ] /Resources << 0 1.16 l endstream endobj 213 0 obj <> endobj 216 0 obj <> endobj 217 0 obj <> endobj 218 0 obj <> endobj 16 0 obj <>/Font<>/ProcSet[/PDF/Text]/XObject<>>>/Rotate 0/TrimBox[0.0 0.0 612.0 792.0]/Type/Page>> endobj 21 0 obj <>/Font<>/ProcSet[/PDF/Text]/XObject<>>>/Rotate 0/TrimBox[0.0 0.0 612.0 792.0]/Type/Page>> endobj 22 0 obj <>stream h 0.276 -2.039 0 -1.73 0 -1.246 c /ExtGState << /C2_0 1 Tf -1.323 -4.209 m -0.255 -5.829 -0.822 -5.899 -1.603 -5.899 c Q >> /Annots [ 18 0 R ] These piping systems often contain components made from other materials. >> -5.059 -0.41 -5.216 -0.922 -5.216 -1.428 c 1.901 -4.027 2.07 -4.609 2.794 -4.609 c 0 0 m 3.701 4.017 4.187 3.234 4.187 2.023 c 0 Tw f The Contractor shall submit a test report which includes the following -2.822 -1.659 0.482 -0.921 0.482 -3.559 c q /F1 54 0 R 6.708 -7.304 l 1 1 0 0 1 271.17239 349.7504 cm Tj 0.594 -0.342 l !G,N )M$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? 0 g 0 1.092 0.596 2.17 1.829 2.17 c 5.049 1.248 4.283 3.105 1.574 3.105 c Files AWWA C600-17 Installation of Ductile-Iron Mains and Their Appurtenances .More Information List Price: $140.00 Member Price: $98.00 Quantity: [ (\037) -13 (\036) -2 (\035) -3 (\034) 10 (\033) 32 (\037) 18 (\032) -46 (\032) 12 (\037\031\030) -7 <17> -11 <16> -18 <16> -57 <15> 28 <14> 25 <1619> ] TJ q q 0.32 5.08 l -4.028 -4.368 -3.403 -4.551 -2.751 -4.551 c -0.025 Tc Web hydrostatic testing of water mains as a minimum, all water mains shall be tested in accordance with the hydrostatic testing requirements of ansi/awwa c600. 0.637 -2.377 l Her husband does not understand why she is cooking a 5-pound turkey in a 10-pound pot. h VpWf1q[tRJkG%`>npBXZg[k/h"7/Eba[ -, Nv /TrimBox [ 0 0 612 792 ] 6.778 -10.636 l There is an extremely good chance that the most common installation, regardless of the pipe material, is improper tightening/torque of MJ bolts. q /T1_3 80 0 R 0.613 -0.332 l 4.254 -3.999 5.658 -2.325 5.658 -0.227 c 1.901 -1.645 1.901 -3.574 1.901 -4.623 c q 0 0 m 0 0 m 0.023 Tc f h -4.325 -3.829 l q 1 0 0 1 102.7715 738.00011 cm 1.901 0 l Join water professionals from all over at AWWA's conferences and learn about the different online courses AWWA offers. 0 Tc hTn0=n(RQE6Pp%jcPKc?RS'%E%L.N.sg B*rTL?A{_F~ pea$D#MM8rksgc{31LZ2aQ'NAa!r^l2Tl |96p$zcs;NY.4X\cyJ2M6FN$T,V|ZV4>4Q5)\ qmLYJle(bo"*lgUmWiU*KaIR3V*H. << <> >> -3.081 -5.243 -1.964 -4.564 -1.127 -4.017 c PDF/X-1:2001 This standard describes underground installation and hydrostatic testing procedures for polyvinyl chloride (PVC) or molecularly oriented polyvinyl chloride (PVCO) pressure pipe and fittings that comply with either ANSI/AWWA C900, ANSI/AWWA C905, ANSI/AWWA C907, or ANSI/AWWA C909. /GS3 63 0 R q -1.049 1.702 -0.468 1.56 0.128 1.433 c /T1_0 34 0 R 2.426 -0.157 3.234 0.17 4.226 0.17 c [ (\037) 70 (\036) -65 (\036) 56 (\037\035\034) -5 (\033) -3 (\032) -6 (\031) -3 (\030) -18 (\032) -4 <17> -1 (\030) ] TJ 258 341.102 l -1.403 0 l 1.44 0.039 l 8.075 -13.273 l 1.34 -1.483 1.34 -1.645 1.364 -1.773 c /Contents 103 0 R /T1_0 85 0 R /T1_0 1 Tf R`aRRpYk}9As\wq:]~%&OZWT 4/2ppZ~'OXjspOSQ hStk+xFUu;WAY[U'@ GXT ]FYHIUjr9! PDF SECTION 9 WATER CONSTRUCTION STANDARDS - Truckee Meadows Water Authority 0.049 Tc 0 -2.448 l 3.602 -3.83 l /GS2 gs converted 6.539 0 Td [ <080b0b1107060f1011190504061103191e0d> 15 <10> 60 <02191401> 50 <197f16141602> ] TJ 0.637 -1.35 0.694 -1.545 0.937 -1.545 c 0.382 -2.524 0 -1.205 0 0 c 2.091 -1.264 2.562 -0.703 2.562 0 c 0.003 Tw 3.021 -1.021 l /BleedBox [ 0 0 612 792 ] h h 0 1.121 1.262 1.262 2.113 1.262 c -0.581 0.198 -1.007 0.313 -1.702 0.313 c -0.341 6.572 l -1.964 -1.462 l h 0.637 -2.448 l /ExtGState << /T1_2 29 0 R 10.111 -7.913 l 0 0 m f -0.109 -0.523 -0.285 -0.736 -0.285 -1.103 c %PDF-1.3 % AWWA C600-17 (Print+PDF) Installation of Ductile Iron Water Mains and 0.765 1.565 1.788 3.19 2.564 3.19 c h (\031) Tj Also, pipelines intended for buried service should generally be tested with the backfill in place. >> 0 0 m /T1_0 1 Tf 3.135 -4.608 3.461 -4.538 3.659 -4.409 c 0.525 -0.894 0 -0.624 0 0 c Any damage or defective pipe, fittings, valves, hydrants, or joints that are discovered following the pressure test shall be repaired, or replaced with sound material, and the test shall be repeated until satisfactory, supplied into the newly laid pipe or any valved section thereof to maintain pressure, within 5 psi (34.5 kPa) of the specified test pressure after the pipe has been filled, with water and the air has been expelled. 10 0 0 10 450.4713 730.5001 Tm q stream 4.58 7.901 4.383 8.729 3.463 8.729 c American Water Works Association works closely with government officials on policy and advocacy in the water industry. 0 0 m 2017-05-31T09:35:36-06:00 /F1 54 0 R f 0.604 -0.333 l >> -0.964 3.177 m 4 M 0.193 -0.704 0.216 -0.771 0.216 -0.904 c 0.229 -0.609 0.059 -0.609 0.003 -0.609 c /Subtype /Image h /TT0 60 0 R q 0 Tw 5.985 0 Td 4.68 0.057 4.666 0.61 4.666 1.347 c 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. /MediaBox [ 0 0 612 792 ] The pressure is increased during each test. 4.808 -7.304 l 3.035 -1.247 3.035 -1.73 3.106 -2.113 c [ <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 Considering the allowable make-up water may alleviate this issue. n 468 0 l f default 4.707 -1.839 3.185 -3.044 1.408 -3.044 c 0.558 6.232 0.527 6.439 0.134 6.498 c 0.637 0 l /ExtGState << n -1.049 1.702 -0.468 1.56 0.128 1.433 c -0.237 -0.133 -0.504 -0.247 -0.813 -0.247 c -3.304 -5.942 -4.042 -5.814 -4.736 -5.629 c PDF/X-1:2001 Q 8.821 -2.95 l -1.51 5.138 -0.152 6.343 1.408 6.343 c 1.886 2.397 l BT f /A << /ExtGState << -0.92 -0.044 -0.765 0.561 -0.362 0.561 c /CS0 66 0 R 1.773 -1.021 l 2.484 -1.988 1.645 -2.827 0.617 -2.827 c 11.316 -9.898 l q -1.55 -1.364 l The following blog is a blue print, which, if followed, will lead to a successful hydrostatic testing of a water line using ductile iron pipe. /GS2 63 0 R Contact Us, McWane Ductile product engineers or sales representatives, ANSI/AWWA C600 Installation Guide for Ductile-Iron Mains and Their Appurtenances. 0.637 -1.35 0.694 -1.545 0.936 -1.545 c -1.815 -1.503 -0.553 -2.283 0.737 -2.283 c -0.012 Tw q -3.081 -6.985 m (\037) Tj -0.582 0.198 -1.007 0.313 -1.702 0.313 c >> Q 1.697 0.803 1.897 0.452 1.897 0.076 c Website Terms of Use 0.709 5.361 -0.284 5.148 -1.021 4.808 c f Many people do not realize how their water gets to them or how blessed we are to have clean drinking water, says Regula. >> 0.561 0.732 0.228 0.661 -0.019 0.546 c 2.781 -2.334 1.964 -3.043 1.396 -3.043 c 1.44 0.038 l -0.907 1.745 -0.354 1.659 0.17 1.503 c A water line moves like an accordion when pressures are increased/decreased. << 0.276 -2.039 0 -1.73 0 -1.245 c >> /C2_0 39 0 R %PDF-1.5 f /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] AWWA C600 is a standard for pressure testing of municipal water systems. 1.383 -0.57 1.269 -0.55 1.155 -0.55 c 0.31 -0.089 -0.114 -1.241 -0.724 -2.865 c 0.565 -0.556 l -0.312 -0.222 m 0 g /Type /Page f Approved by American National Standards Institute Feb. 14, 2017. DRAWN DESIGN DATE REV TRUCKEE MEADOWS WATER AUTHORITY 7/2011 2ND ENGINEERING & CONSTRUCTION STANDARDS 4.666 2.283 l disinfection 2.936 1.262 l >> -1.199 -2.688 -0.755 -3.19 -0.176 -3.722 c 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. 1 0 0 1 357.8687 373.9989 cm -1.207 -0.247 -1.483 -0.024 -1.511 0.371 c W /T1_5 109 0 R /GS2 63 0 R adobe:docid:indd:5cad130e-228d-11dd-b753-bc3d6c84f515 -4.623 -4.07 l 1.065 -1.034 0.352 -0.709 0 0 c /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] /T1_0 34 0 R -0.844 0 l 0.048 Tw 5.049 -1.305 l /Contents 102 0 R /Resources << /MediaBox [ 0 0 612 792 ] Q 1.897 -0.333 1.768 -0.77 1.279 -0.77 c -0.001 Tw 3.035 -1.249 3.035 -1.73 3.106 -2.114 c -3.05 -5.362 -3.422 -4.933 -3.422 -3.796 c -0.049 Tw 1.302 -3.043 1.147 -2.851 1.147 -2.673 c /MediaBox [ 0 0 612 792 ] /Rotate 0 /ColorSpace << /ColorSpace << 0.007 Tc /Type /Page Copyright 2017 American Water Works Association All Rights Reserved 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. uG| ?~U;P8L.=66 89#o (\t*V>8`^icp;j G ~%Ld! f+61G*6oq/oyZ;3]Q;O5.hiLZ /T1_0 1 Tf 1.928 -7.091 l f 0 -2.448 l 1.404 -3.83 l q 6.977 -1.985 l 0.637 -1.141 l 378 341.102 l 2.248 -2.448 l 0 0 m endobj 0.813 -0.052 1.083 0.057 1.417 0.057 c Therefore, the number of times a line is exercised may vary. /GS2 gs -1.108 -1.992 -1.355 -1.949 -1.587 -1.887 c /CS0 66 0 R 0.161 -1.763 -0.347 -1.992 -0.865 -1.992 c f q (+V?Q:Z)B^PMkg\yp^.qV0Biw4B1-15x@P[WYD53"; 3.442 2.599 2.957 3.205 2.409 3.825 c 1.74 -3.318 l [ (\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 /CS0 66 0 R 1.901 -3.403 l xmp.id:aed345ab-73fa-5f4a-b0b4-cf6ed22bbb08 /Type /Page 0.181 1.227 -0.076 1.849 -0.984 1.849 c 0 g /Subtype /Link Purchase print or pdf versions ofAWWA standards and manuals.
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