-1.065 1.595 -1.117 1.698 -1.106 1.816 c q -1.815 -1.504 -0.553 -2.283 0.738 -2.283 c 1.852 4.186 1.7 5.835 0.19 5.835 c 1 0 0 1 308.52049 371.5121 cm Try out the McWane Pocket Engineer today. 0 0 m 2.115 -2.448 l V} 8(cc*^b @"'vNz5rpI{UyIK g[;lH)F7k+& .O{tY~ K`L"N2G. 85.92 0 0 58.31999 257.28152 276.09309 cm h -2.657 -4.401 -2.44 -4.623 -2.191 -4.623 c <>>> 19 0 obj /T1_2 49 0 R -1.107 -1.992 -1.355 -1.949 -1.588 -1.887 c q -1.744 1.849 -2.12 1.264 -2.12 0.556 c (\031) Tj 1.128 0 Td The pump should be isolated from the line during the actual test period. 0 0 m /Type /Page AWWA C600 January 1, 1993 3.673 -1.22 3.29 -2.524 1.829 -2.524 c /F1 54 0 R Q S 1.697 0.803 1.897 0.452 1.897 0.076 c [ <9102> -38 <04> -33 (\221) -74 (\221) -41 <04> -28 <02> -21 <0d> -39 (\215) -52 (\222) ] TJ 1.616 0.292 0.89 0.292 0.736 0.292 c 1.901 3.461 l At the, conclusion of the pressure test, the corporation cocks shall be removed and plugged. 0.637 -2.448 l 0.665 0.076 m -1.815 -1.503 -0.553 -2.283 0.737 -2.283 c /MediaBox [ 0 0 612 792 ] /Annots [ 18 0 R ] First edition approved by AWWA Board of Directors May 8, 1977. [ <0b> -10 <0a> 15 <0a> 17 <14> -17 <10> -21 <1c121e> -1 (\033) -28 (\036) 13 <13> -7 <12> -14 (\035) ] TJ Give back to the water community by helping to develop or update an AWWA Standard. Q 0 0 m 0 -2.448 l >> 0 -7.304 l 3.389 -2.652 l Ensure the pump is primed before the valve is opened to the water line. 1.892 -1.045 1.887 -0.861 1.887 -0.613 c 4.1.1.4 Test pressure shall not vary by more than 5 psi (34.5 kPa) for the duration, 4.1.1.5 Valves shall not be operated in either direction at a differential pressure, exceeding the rated valve working pressure. -15.094 -1.221 -15.561 -2.749 -15.561 -4.258 c 3.9 0.17 4.099 0.17 4.297 0.113 c q 0.181 0.371 l >> 0.444 0 l /Resources << Duration of the test is two hours. -2.283 -5.353 l 0 0 m -1.745 0.023 -1.326 0.584 -0.561 0.584 c /TrimBox [ 0 0 612 792 ] /Im0 Do /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] 4.779 -2.114 l stream -2.12 -0.247 -1.649 -0.713 -0.841 -0.713 c 5.644 0 l /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] 1.383 -0.57 1.269 -0.55 1.155 -0.55 c %PDF-1.3 % 0.181 0.371 l (1.079 L/day/km/mm) of nominal diameter at a, Do not sell or share my personal information. /GS0 62 0 R q General B. -1.511 0.808 m 8 0 0 8 78 104.25 Tm ET -6.382 -3.829 m /GS0 gs First edition approved by AWWA Board of Directors May 8, 1977. Effective Date: April 12, 2022 . -1.35 -1.464 -1.141 -1.526 -0.922 -1.526 c 2.937 -3.318 l 4.127 -1.702 3.787 -1.645 3.446 -1.645 c f -1.303 0.384 -1.623 0.074 -1.943 -0.606 c 0 0 m /Annots [ 18 0 R ] 0 g 0.637 -2.097 l American National Standards Institute accreditation of AWWA Standards is your additional assurance of excellence. % -6.046 0 l 5.049 1.248 4.283 3.105 1.574 3.105 c gfg??^W~3ZDeL{&. /GS2 63 0 R 0.556 1.298 0 0.808 0 0 c /T1_0 34 0 R PDF/X-1:2001 -0.284 6.069 l 0.689 0 l /BleedBox [ 0 0 612 792 ] 1.897 -0.333 1.768 -0.77 1.279 -0.77 c IG,8,1K$%4O_f[Gm7{[/=)wO xs?2QR(6e+qP! 0 0 m T* Files /T1_1 85 0 R /GS1 65 0 R /TT0 60 0 R 0.956 -0.262 l 0.5 w 0.31 -6.646 m Water temperature is not typically a huge factor during hydrostatic testing but must be considered at times. /TT0 60 0 R -1.986 -0.227 m AWWA C600 is a standard for pressure testing of municipal water systems. -2.893 0 l -0.761 -1.526 -0.504 -1.464 -0.504 -1.226 c q 13.8 TL endobj -0.41 0.098 -0.732 -0.235 -0.732 -0.634 c /Font << /TrimBox [ 0 0 612 792 ] 1.886 2.397 l 3.379 -2.652 l Q /S /URI Q 2.198 -1.305 1.9 -2.794 1.9 -3.729 c 4TusQ2+$ho71#A ={ ZN6b3j:OZRIm IO{IM^94mUHx*4O h|o@mBv`! 0.383 -2.524 0 -1.205 0 0 c 1.245 -1.982 l 1.696 0.803 1.896 0.451 1.896 0.076 c 3.021 -1.021 l endobj -0.279 2.333 -0.641 2.023 -0.982 1.595 c -5.871 -1 Td /Rect [ 21.6 756 597.6 792 ] 1.092 2.397 0.156 2.326 -0.567 1.971 c -1.985 -2.325 -0.582 -3.999 1.829 -3.999 c Two to four psi is all that is required for an air test. -1.815 -3.148 -0.411 -4.539 2 -4.539 c -0.013 Tw 1.603 -2.283 2.553 -1.829 2.993 -1.021 c [ (\033) -3 <1314> 6 (\034) 4 <1512> ] TJ 0 -7.303 l /ColorSpace << 1.44 0.039 l -2.578 -12.623 1.166 -8.879 1.166 -4.258 c h The design engineer and owner anticipate news of a tight line, ready to serve hundreds or thousands of customers, or provide water to a new facility where a multitude of neighbors may find employment. 0 0 0 1 K hbbd``b`@ U,OT aH11012X10 30 )~ the most current version of AWWA C600. 0 1.121 1.262 1.263 2.113 1.263 c 0 Tc Q Pages 11-11. Effective . f /TT0 60 0 R All eyes are on that gauge in hopes of validating the work was successfully completed. q Yes, a ductile iron cap is heavier than a balloon, which ultimately means it will do more damage when it lands. 7 0 obj 0.254 0 l The last two digitsindicatethe year itwas approved, withany applicablerevision information listed at the bottom. << -0.471 0 l q 0 0 0 1 K 4 M -0.732 -1.034 -0.408 -1.365 0.001 -1.365 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 1.773 0 l q f f -2.283 3.679 m 0.665 0.076 m /Contents 90 0 R 1 0 0 1 265.99561 356.11169 cm 5.985 0 Td /GS1 65 0 R McWane Ductile is proud to be a part of the McWane family of companies. /Contents 101 0 R h /ProcSet [ /PDF /ImageI /Text /ImageC /ImageB ] /GS2 gs /T1_3 85 0 R 4.952 8.226 4.817 7.399 4.714 6.882 c 1.801 0 l 1 0 0 1 93.561 710.6586 cm Q highway and railroad crossings -3.999 -5.9 -5.204 -4.268 -5.204 -2.042 c >> >> 4.68 0.057 4.666 0.61 4.666 1.347 c 0 0 m 4.509 -2.411 m /Type /Page -0.305 0.584 -0.119 0.556 0.057 0.504 c /BleedBox [ 0 0 612 792 ] f /TrimBox [ 0 0 612 792 ] AWWA C600 - Installation of Ductile-Iron Water Mains and Their Appurtenances. 0.603 -0.332 l These procedures should not be applied for air-pressure testing because of the serious safety hazards involved with compressed air. 278.259 361.275 0.637 -0.608 re 0.665 0.441 0.865 0.803 1.278 0.803 c T* 0.699 0 l 1.9 -7.303 l mn >*[X;J6 } 1.477 -0.988 l 2.325 0.761 l 8 0 0 8 172.5585 29.684 Tm 8.765 -9.898 l A substantial increase in the amount of make-up water as the pressure is increased indicatesa leak is present. -0.471 0.465 l q 2.241 -0.638 1.787 -0.893 1.205 -0.893 c 0.603 -0.328 0.865 0.057 1.245 0.057 c 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. /Rotate 0 /BleedBox [ 0 0 612 792 ] 2 0 obj /Annots [ 18 0 R ] /T1_0 34 0 R 2.61 0 l endstream endobj 250 0 obj <>>>/Resources 261 0 R/Subtype/Form>>stream 0.765 1.565 1.788 3.19 2.564 3.19 c q f (+V?Q:Z)B^PMkg\yp^.qV0Biw4B1-15x@P[WYD53"; [ (\035\034) -16 (\033) -21 (\032) -7 (\033) -11 (\031) ] TJ 1 0 0 1 301.36771 347.62289 cm T6{Ra>G|FbXno,m&?&kOGy*uW6B$'Mj];gjJDt.Gx&r:dMabz)4&W+d(6~Ubv Q 0.559 6.232 0.527 6.439 0.134 6.498 c Multiple air release locations may be provided due to the contour of the line. 3.588 0 l This includes products that comply with ANSI*/AWWA C900, ANSI/AWWA C907, or ANSI/AWWA C909. 1.34 -1.483 1.34 -1.645 1.364 -1.773 c 5.191 -9.898 l xmp.did:1c4714f5-eb15-8f40-9b40-cde12344e46e h f 1 0 0 1 325.1572 353.10201 cm Q 0.794 -0.77 0.665 -0.328 0.665 0.076 c 0.353 0 0.626 -0.291 0.626 -0.634 c -1.675 0.576 -1.23 0.871 -0.765 0.871 c HLN0y 1 0 0 1 138.7002 667.5842 cm 2.316 1.477 2.45 1.994 2.45 2.289 c -3.46 -1.56 l 3.957 -7.913 l 1.83 -0.993 l 0 14.772 l 1.801 -0.979 2.581 0.17 3.716 0.17 c h 0 g 1.901 -4.027 2.071 -4.608 2.794 -4.608 c q 2.085 0 l 2.085 0 l 9 0 obj 0 0 m 0 0 m 2.139 1.284 m 0 0 m /T1_2 1 Tf >> /C2_0 39 0 R -2.295 -8.226 -1.706 -8.773 -1.106 -8.773 c 1.52 7.089 1.344 6.395 1.22 5.804 c 0.323 -1.065 m perform visual inspection or non-destructive testing requirements of this section. 0.181 1.227 -0.076 1.849 -0.984 1.849 c -1.611 0.337 -1.15 0.57 -0.651 0.57 c 0.31 -0.089 -0.114 -1.241 -0.724 -2.865 c 0.637 -2.448 l 3.602 -3.83 l Copyright 2017 American Water Works Association All Rights Reserved 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. -1.744 1.849 -2.12 1.264 -2.12 0.556 c h 4.41 -2.269 4.41 -1.305 3.318 -1.305 c /Rotate 0 0.737 -0.437 0.637 -0.937 0.637 -1.25 c /GS2 63 0 R -0.606 1.245 -1.566 0.251 -1.566 -0.937 c q Q 1.603 -2.283 2.553 -1.829 2.992 -1.021 c 2.044 3.318 l 1 0 0 1 210.1304 685.90669 cm 1.153 -0.993 l 0 -0.703 0.47 -1.264 1.279 -1.264 c 0 0 0 1 K 3.442 2.599 2.957 3.205 2.409 3.825 c 0 0 m Her response, "That was the only pot I had!". -1.964 -1.462 l 2.994 7.434 4.313 5.709 4.313 3.057 c 6.311 -7.303 l 0 0 m 1.673 0.057 1.915 -0.071 2.053 -0.375 c There is an extremely good chance that the most common installation, regardless of the pipe material, is improper tightening/torque of MJ bolts. 0.637 0.465 l >> 0 0 m 3.716 -5.913 l 0 Tc 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. h (\037) Tj /GS1 65 0 R -0.086 -1.953 -0.276 -1.977 -0.537 -1.977 c /ColorSpace << 0.5 w >> 1.4886 0 0 1.4886 374.715 381.7314 Tm /Rotate 0 0.907 -3.148 0.085 -2.482 0 -1.305 c endstream endobj startxref 1.688 -1.659 l /Annots [ 18 0 R ] -1.079 -1.136 -0.865 -1.483 -0.419 -1.483 c -0.742 0.104 -0.946 0.043 -0.946 -0.167 c /Parent 1 0 R 2.933 0 Td 1 0 0 1 159.51871 680.71609 cm 1.649 2.652 l 2.936 0.695 2.85 0.17 2.539 -0.241 c 468 0 l Ri pu>,s(^ FIRc;ZS"]MN??$WQ?RPNhNN!7ofGyvj81k9FM&tlrV^$~>c+o%d >> >> -1.29 1.617 -1.815 0.979 -1.815 -0.114 c 1 0 0 1 282.9355 349.79781 cm 0.794 -0.77 0.666 -0.328 0.666 0.076 c >> 1.852 0 1.852 1.953 1.852 3.146 c 0.622 2.55 4.707 2.842 4.707 0.013 c /CropBox [ 0 0 612 792 ] 1.896 -0.333 1.768 -0.77 1.278 -0.77 c Q endobj 1 0 0 1 270.791 354.5668 cm Documentsincludes anyreferenced papers 0 -7.303 l -2.601 -3.425 l 0.556 1.297 0 0.808 0 0 c 0 0 0 1 k 4.1.1.3 The hydrostatic test shall be of at least a 2-h duration. ET 0 0 m [ <15> 6 <11> -4 <100f> -5 <1015> 1 (\033) -12 <10> -15 <12> ] TJ 1.404 -3.83 l h h -3.063 5.68 -5.504 11.484 -7.157 16.887 c Installation of Ductile-Iron Water Mains and Their Appurtenances AWWA C600-05 and AWWA C605-05 1.03 TEST PRESSURES A. 2.329 -0.665 l h 0 0 m 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 0.699 0 l 1.383 -0.57 1.268 -0.551 1.155 -0.551 c -2.295 -8.226 -1.707 -8.773 -1.106 -8.773 c 172 0 obj <> endobj -2.283 -1.599 l 114.677 685.907 1.901 -7.303 re proof:pdf 5.957 0.17 6.708 -1.049 6.708 -2.694 c 4.198 -3.333 l Leakage shall not be measured by a drop, These formulas are based on an allowable leakage of 11.65, gpd/mi/in. 1.911 -1.583 1.901 -1.412 1.897 -1.227 c q 1.886 2.397 l 4.808 -3.404 l -1.023 -3.043 -1.303 -2.999 -1.209 -2.658 c >> 1.996 0.058 2.248 -0.352 2.248 -0.903 c 0.561 0.732 0.228 0.661 -0.019 0.546 c III. 1.49 -0.913 1.616 -0.662 1.616 -0.389 c q -0.317 -1.599 l >> 1.316 -2.652 l h /T1_0 1 Tf -0.255 -5.829 -0.822 -5.899 -1.603 -5.899 c endobj /C2_0 39 0 R Q 6.949 -1.985 l 1.611 -0.841 1.606 -0.437 1.198 -0.437 c >> 2.158 -1.118 l 1 0 0 1 269.7085 360.2191 cm -0.341 6.572 l 6.3 Special Service Requirements, 70 References, 71 . /T1_3 85 0 R /Type /Page -1.789 -2.585 -1.375 -0.782 -0.248 0.458 c -0.34 0.156 -0.709 0.27 -1.29 0.27 c f 4.255 -4 5.658 -2.326 5.658 -0.227 c /CropBox [ 0 0 612 792 ] h >> -1.344 -4.726 -1.996 -5.362 -2.646 -5.362 c 0 0 m endobj 0.69 -0.262 0.376 -0.285 0.133 -0.403 c 4.011 0 l 0 0 m Service Taps BT -1.054 -1.3 -0.951 -1.064 -0.713 0.103 c -0.581 0.198 -1.007 0.313 -1.702 0.313 c -0.755 -0.059 -0.734 0.384 -1.075 0.384 c /CropBox [ 0 0 612 792 ] f 0 0 m 1 0 0 1 323.9854 372.07069 cm f 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. 0.813 -0.052 1.083 0.057 1.417 0.057 c 1.903 0 l 0.637 -1.141 l /C2_0 39 0 R /T1_0 85 0 R 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. endobj hydrostatic testing -8.893 11.48 -11.328 5.686 -14.394 0.002 c f /TrimBox [ 0 0 612 792 ] >> 2.562 0.808 2.005 1.298 1.279 1.298 c 1 0 0 1 86.1451 738.00011 cm h h 1.075 -1.278 0.922 -1.364 0.728 -1.364 c -1.323 -4.209 m -3.304 -5.942 -4.042 -5.814 -4.736 -5.629 c H{\O.j\J7Sv%J a0tOH=LRbl YQ_hm -]}I-Y\ >>^JTj 0.594 -0.342 l 1 0 0 1 0 0 cm /TT0 60 0 R q uuid:30eca241-7de2-456d-bac9-3192a24bd32d 0.214 0.162 0.485 0.266 0.756 0.266 c ; 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. 2.938 -3.318 l q 189 0 obj <>stream @tn&!L8 nEI `g0 q+B@\.XCL> F6#`a 1 0 0 1 144.24471 688.50121 cm 0 -2.448 l -0.002 Tc /Annots [ 18 0 R ] >> f 0 Tc endobj -0.352 0.57 -0.157 0.522 0.043 0.479 c From source to storage, from treatment to distribution, AWWA Standards cover the products and processes related toall areas of water treatment and supply. f [ <85860f0e1911050f060f0d0c19048f8f8d0d> 15 <1011051987880c11197f1601> 50 <197f16141602> ] TJ h 1.928 -7.091 l 0.972 -0.664 0.62 0 0 0 c q 1.613 -0.975 1.995 0.473 2.233 1.211 c 0.001 0.098 m 15 0 obj ET f 0 Tw 6666 West Quincy Avenue, Denver, Colorado 80235, The testing methods described in this section are specific for water-pressure, testing. /GS2 64 0 R /T1_1 74 0 R -0.006 Tw Find decades of Ductile iron expertise with installation guides, videos, tip sheets, training resources, and more in our Learning Center. %PDF-1.3 Therefore, the number of times a line is exercised may vary. ET 0.018 Tc 3.793 -3.318 l 6.949 -1.985 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. /Resources << -0.651 -7.887 -1.716 -9.216 -2.429 -9.216 c /GS0 62 0 R endstream endobj 173 0 obj <> endobj 174 0 obj <> endobj 175 0 obj <>stream 1.928 -6.254 l /GS2 gs /TrimBox [ 0 0 612 792 ] << 0 1.121 1.262 1.262 2.113 1.262 c 3.9 0.17 4.098 0.17 4.297 0.113 c [ <13> -26 <12> 2 <11> 2 <10> -9 <0f> 6 <0e> 3 <0f0d> -6 <0c190d> -1 <0b191f> -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> -52 <16> -4 <0a> -13 <09> ] TJ 3.143 2.156 3.06 1.698 2.978 1.358 c BT h 6.467 -1.305 6.311 -2.808 6.311 -3.758 c 0 0 m f q 3.134 -4.609 3.46 -4.538 3.659 -4.411 c f 1.459 0 l q Q 0 0 m /F1 54 0 R >> q >> Slow fill the line. 0.403 -3.367 0.972 -2.658 0.972 -1.565 c 1.887 -0.299 l -1.964 -1.462 l 1.112 -2.02 0.965 -2.039 0.775 -2.039 c h 1 0 0 1 128.63091 669.668 cm -0.021 Tw -2.026 0 l 4.736 -1.546 4.708 -1.035 4.694 -0.483 c AWWA can help utility managers, engineers, operators and more continue to improve their professional development. 1.801 -0.993 l 284.59 351.319 0.637 -0.608 re 1.852 4.186 1.7 5.835 0.19 5.835 c 1 0 0 1 281.8828 365.46471 cm -3.081 -5.243 -1.964 -4.564 -1.127 -4.017 c 1.887 0.423 1.578 0.732 0.832 0.732 c 0 0 0.77 rg Explanation: Defineswhat an AWWA Standard is and what it covers. -0.713 2.585 -0.082 3.19 0.434 3.19 c f 1.996 0.057 2.248 -0.352 2.248 -0.903 c -50.082 -1.25 Td 0.391 -0.922 0.234 -0.41 0 0 c 0.403 -3.367 0.972 -2.658 0.972 -1.565 c /Font << 13.898 0 l /Rotate 0 q 1.341 -1.482 1.341 -1.644 1.364 -1.773 c q -1.923 -0.738 -1.023 0.443 0.052 0.443 c q All rights reserved. /Resources << 0.4 -1.365 0.731 -1.039 0.731 -0.634 c 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. 1.05 -1.545 1.159 -1.522 1.227 -1.478 c 0.63 -4.549 1.126 -5.361 1.126 -6.366 c The husband then presents the question to grandma. 1.166 -2.749 0.698 -1.222 0 0 c /GS2 gs Approved by American National Standards Institute Sept. 2, 2010. 0.637 -1.35 0.694 -1.545 0.937 -1.545 c -0.709 -4.425 -0.113 -4.226 0.213 -4.084 c -2.822 -1.659 0.482 -0.922 0.482 -3.56 c q q 1 0 obj 4.666 4.439 3.744 5.361 1.518 5.361 c 1.273 -2.056 1.291 -2.131 1.336 -2.205 c 1 0 0 1 121.7533 665.8683 cm Valves shall, not be operated in either the opening or closing direction at differential pressures, above the rated pressure. 2.212 -2.186 2.708 -1.698 3.008 -1.182 c 1.44 0.038 l 0 0 m -2.595 -9.083 l 8.765 -9.898 l There is also a benefit to documented standards compared to word-of-mouth training. 6.708 -7.304 l h -0.907 1.745 -0.354 1.659 0.17 1.503 c -2.283 7.434 m -1.433 4.084 l 0.613 -0.333 l Includes /BleedBox [ 0 0 612 792 ] First edition approved by AWWA Board of Directors May 8, 1977.This edition approved June 20, 2010. -0.946 -0.556 0.162 -0.309 0.162 -1.193 c 1.611 -1.141 l /GS2 gs 2. -0.589 1.383 -0.446 1.117 -0.428 0.808 c -2.12 -0.247 -1.649 -0.713 -0.841 -0.713 c 0.689 0 l 0.556 1.298 0 0.808 0 0 c 43.39 0 Td 133.566 671.059 1.9 -7.304 re 1.307 -0.832 1.278 -1.007 1.174 -1.145 c Q 1.593 -2.102 1.593 -2.05 1.57 -1.628 c 0.6 7.089 1.148 7.384 1.52 7.665 c << The water balloon will simply fall to the ground while pieces from the air balloon may travel several feet when popped. f 1 0 0 1 102.5811 682.9713 cm /T1_0 1 Tf Q >> /C2_0 39 0 R /GS0 62 0 R Keep in mind there are documented procedures and knowledgeable McWane Ductile staff available for assistance. 1.706 -2.939 0.899 -3.604 0.103 -4.017 c q /GS0 62 0 R f 0.558 6.232 0.527 6.439 0.134 6.498 c Web awwa c600 pressure testing pdf download. /CS0 66 0 R 1.44 -0.603 l 0.315 -0.758 0.294 -0.689 0.18 -0.657 c -4.808 1.007 -3.432 1.702 -1.943 1.702 c 1.776 -1.599 l 1.611 -1.141 l -3.422 -2.836 -3.018 -1.152 -2.109 0.015 c 4.254 -3.999 5.658 -2.325 5.658 -0.227 c 0.561 0.732 0.228 0.661 -0.019 0.547 c /GS0 62 0 R 0.813 -0.052 1.083 0.058 1.416 0.058 c endstream endobj startxref 0.604 -0.328 0.866 0.058 1.246 0.058 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. 0 -1.446 l /ColorSpace << 1.865 1.928 1.142 2.004 0.381 2.004 c Direct any of your questions related to technical and operational information to our Engineering & Technical Services Department. 0.96 0.96 0.96 rg Installers may, at times, have a misconception that water lines do not move because of earth loads of six to eight feet, for example. Cover: Includestheabbreviation for thestandard name in the upper righthand corner. 2.561 0.808 2.006 1.297 1.279 1.297 c /GS0 62 0 R /C2_0 39 0 R /BleedBox [ 0 0 612 792 ] q /TT0 60 0 R -2.822 -1.659 0.482 -0.922 0.482 -3.56 c 3.347 0 l f 0 -2.448 l 1.901 -7.303 l hbbd``b`$/ H~,@9j n "t@(@1b``$ y@4 0 3.462 l 1 0 0 1 273.32471 354.7758 cm << 2.044 3.317 l /MediaBox [ 0 0 612 792 ] x;i ?f@ v{0o>p$$'$DUWW]OC>&]oMpu{}k?#yUDM=/!Y.e'gE.WJ-eHr\eOr%2]\5\@? 1.235 0 Td 6.262 11.88 274.426 274.027 re 0 Tw /Resources << (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. 0 0 m /T1_0 85 0 R 8.821 -7.303 l 0.565 -0.556 l 0 1.39 l 6.539 0 Td -51.862 -1.25 Td Much time, effort, and care have been expended installing a water line. 1 0 0 1 280.4966 356.11169 cm Q 0.637 0.465 l For tests at these pressures, the test setup, should include a provision, independent of the valve, to reduce the line, then be opened enough to equalize the trapped pressure with the line, 4.1.1.6 The test pressure shall not exceed the rated pressure of the valves when the, section thereof shall be subjected to a hydrostatic pressure of at least 1.5 times the, working pressure at the point of testing. 0.566 -0.555 l -2.893 0 l /Font << /GS2 gs 1.697 0.803 1.896 0.451 1.896 0.076 c 4 M Consult with the TMWA engineer and inspector . WARNING: The testing methods described in this section are for water-pressure testing only. 1.307 0 1.865 0.266 1.865 0.99 c 5.658 2.184 3.999 3.644 1.829 3.644 c /T1_1 85 0 R 0 0 m Q 12 0 obj 0 -3.565 l 0.604 -0.342 l /Contents 93 0 R 6.356 -9.033 l f h A common mistake is for installers to chase a leak for extended periods of time, only to find the line will eventually pass the hydrostatic test without changing any parts of the water line. [ (Copyright\040) -1 (\251\0402011\040American\040Water\040Works\040Association\056\040All\040Rights\040Reserved\056) ] TJ 1.9 -7.303 l 0.29 1.049 0.692 1.167 0.993 1.167 c -0.404 -8.773 0.31 -8.093 0.31 -6.646 c 1.17 1.284 l Q Q -0.326 3.645 -1.986 2.183 -1.986 -0.227 c Q 0 0 m 2.026 0 l f 0.214 0.162 0.485 0.266 0.756 0.266 c /T1_5 1 Tf -0.195 0.066 -0.338 0.104 -0.571 0.104 c 0 Tw 0.774 3.679 l /GS1 65 0 R >> >> C600-17 Installation of Ductile-Iron Mains and Their Appurtenances 17 0 obj 18.046 -39.6 l 1.654 7.591 l q Q -0.631 0 -1.2 -0.709 -1.2 -1.817 c Complimentary on-site training services are provided upon request by McWane Ductile product engineers or sales representatives to ensure installation crews are empowered with the knowledge to complete the process. 0 Tw 2.931 6.343 4.072 5.481 4.466 4.352 c 1.644 0.281 m 1 0 0 1 78 131.78571 cm Q -0.326 3.645 -1.985 2.183 -1.985 -0.227 c /GS2 63 0 R 1 0 0 1 273.2827 349.7504 cm /GS1 65 0 R endobj 0 0 m Q 1 0 0 1 132.4744 685.90669 cm >> Q n 0 Tc h 0.879 -3.318 l We may chuckle a little, but this happens all too frequently in the field. How many times in your life have you encountered a situation such as this one: A newlywed wants to cook Thanksgiving dinner. 1 0 0 1 278.43021 349.7357 cm 3.135 -4.608 3.461 -4.538 3.659 -4.409 c 1.717 -1.659 l 1.336 -1.407 l -0.908 1.745 -0.354 1.659 0.17 1.503 c 1.901 -7.304 l 1.383 -0.57 1.269 -0.55 1.155 -0.55 c 1 0 0 1 276.4102 360.2191 cm 1.34 -1.483 1.34 -1.645 1.364 -1.773 c Unexpected rock was found, which slowed progress but did not stop installation of the pipe. /Resources << /ExtGState << 0.603 0 l 4.127 -1.702 3.787 -1.645 3.446 -1.645 c 4.666 2.283 l /ColorSpace << 4 0 obj 0 0 m iN+ _L3a: g5wV~o;?yG$(s-^PZLG-Hr@ZrJC"Q{{\z&Y9 N#)'!]:2;vJDx;k9*HUM+i~B5V@XVZprCR+:Xm /Type /Page 0 0 m 6.566 -0.241 7.516 0.17 8.41 0.17 c 14 0 obj >> These documents reflect the state of the industry. 8.339 0 l IV. q 0 -0.458 -0.228 -0.93 -0.548 -0.93 c /GS2 gs 0.22 -1.009 0.226 -1.034 0.241 -1.058 c >> /Contents 103 0 R -0.844 0 l Definitionsdefinesany technicalterms 0 0 m -1.686 -4.859 -2.295 -5.657 -2.295 -6.941 c 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. 3.318 -6.027 2.879 -6.084 2.312 -6.084 c -1.049 1.702 -0.468 1.56 0.128 1.433 c 1 0 0 1 89.166 685.90669 cm /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] 1.901 -1.645 1.901 -3.574 1.901 -4.623 c 2.091 -1.264 2.562 -0.703 2.562 0 c If there is a conflict between the two the more conservative shall apply. /T1_0 1 Tf /CS0 66 0 R 4.666 4.439 3.744 5.361 1.518 5.361 c Q Internal pressure will decrease as water temperatures decrease-to the point when the fluid begins to freeze, which then creates a substantial issue. >> q -0.249 -1.182 -0.155 -1.33 0.372 -1.418 c This includes material selection, testing methods and procedures, inspection requirements, and record keeping. PDF/X-1a:2001 377.597 384 m 4.326 -1.751 l 6 0 obj Q 1.673 0.954 2.484 0.086 2.484 -0.937 c /GS2 63 0 R endobj /Annots [ 18 0 R ] 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. /MediaBox [ 0 0 612 792 ] 1 0 0 1 353.1221 349.7348 cm << 3.593 -2.448 l Test pressures for the various services and types of piping are shown at the end of this section in Table 15044. /F1 54 0 R 4 M /GS1 65 0 R -2.467 0.27 -3.219 -0.666 -3.219 -2.042 c 0 -0.703 0.47 -1.264 1.278 -1.264 c 4.27 9.186 4.869 8.817 5.097 8.595 c 278.259 360.219 0.637 -2.448 re 0.86 -1.83 1.178 -1.678 1.326 -1.407 c ?T+!aX0e$0nDr|["Tn'.m l{C,6VT3!+,t;q15yUl;-d?h_/tt .YL@CrVnzvAWS #/ zWE >> /Rotate 0 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.
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