0.689 -0.261 0.376 -0.285 0.133 -0.404 c 3.9 0.17 4.098 0.17 4.297 0.113 c 0.023 -0.32 l [ (\033) -3 <1314> 6 (\034) 4 <1512> ] TJ /Annots [ 18 0 R ] /GS2 gs <> Heenjoys spending time with his church where he is a speaker and treasurer, as well as spending time with his wife Susan and their two daughters, Katelyn and Shannon on their farm in Ohio. The make-up water is measured and documented after each test. 11.317 -9.898 l 0 0 m Installation of Ductile-Iron Water Mains and Their Appurtenances AWWA C600-05 and AWWA C605-05 1.03 TEST PRESSURES A. 0 -7.303 l -1.745 0.023 -1.326 0.585 -0.561 0.585 c 0 0 m >> Jerrys responsibility is to provide technical support for water professionals at all levels including engineers, private water companies, contractors, municipalities, and water districts. /GS0 gs Q -1.085 -1.788 -1.499 -1.802 -1.964 -1.832 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$T,V|ZV4>4Q5)\ qmLYJle(bo"*lgUmWiU*KaIR3V*H. -0.083 -1.432 0.238 -1.151 0.62 -0.635 c f f These procedures should not be applied for air-pressure testing because of the serious safety hazards involved with compressed air. WARNING: The testing methods described in this section are for water-pressure testing only. /Type /Page ET h /T1_4 1 Tf The pressure is increased during each test. f 1. 2.751 1.716 3.177 0.922 3.233 0 c !G,N )M$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? 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. 3.078 2.17 3.673 1.12 3.673 0 c h /T1_2 80 0 R -0.013 Tw f 0.565 0 l /Font << 1.44 -0.603 l examined carefully during the test. 172 0 obj <> endobj Internal pressure will decrease as water temperatures decrease-to the point when the fluid begins to freeze, which then creates a substantial issue. -0.775 -2.999 -0.816 -3.043 -0.91 -3.043 c /Resources << >> 1.112 -2.02 0.965 -2.039 0.775 -2.039 c 1.34 -1.483 1.34 -1.645 1.364 -1.773 c 0.382 -2.524 0 -1.205 0 0 c /T1_2 49 0 R -0.003 Tc Pop both balloons. -0.351 -1.267 -0.626 -0.979 -0.626 -0.634 c 1.04 SUBMITTALS A. Purchase print or pdf versions ofAWWA standards and manuals. 2.938 -3.318 l 116.791 671.059 1.9 -7.304 re /Resources << 0 -9.033 l f Aw=g cN-k/{pq)MN###2&icaZ/xg=Jh.dqW^}x-K>z /C2_0 39 0 R h Q Ensure the pump is primed before the valve is opened to the water line. (\031) Tj 3.02 -1.021 l 0 0 m 1 0 0 1 277.62109 355.2411 cm /ExtGState << 2.316 1.477 2.45 1.994 2.45 2.289 c /TrimBox [ 0 0 612 792 ] q -1.108 -1.992 -1.355 -1.949 -1.587 -1.887 c 1 0 0 1 271.17239 349.7504 cm << -3.05 -5.362 -3.422 -4.933 -3.422 -3.796 c 0 0 m 0.69 -0.262 0.376 -0.285 0.133 -0.403 c h 0 0 m >> gfg??^W~3ZDeL{&. 1.659 2.652 l 1.559 -1.308 1.496 -1.102 1.153 -1.005 c Find decades of Ductile iron expertise with installation guides, videos, tip sheets, training resources, and more in our Learning Center. f -1.985 -0.227 m Awwa C600 Testing Requirements Pdf /Font << Q 0.604 -0.328 0.865 0.058 1.246 0.058 c -0.827 0.09 -1.079 -0.223 -1.079 -0.685 c -0.404 -8.773 0.31 -8.093 0.31 -6.646 c Cover: Includestheabbreviation for thestandard name in the upper righthand corner. -0.471 0.465 l h -1.433 4.084 l /Resources << 0.94 -0.207 1.023 0.237 1.023 0.37 c The dial on the gauge must be in one psi increments. 0 Tw /GS2 63 0 R -1.964 -1.462 l 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. >> 0.1 -1.896 l xmp.id:aed345ab-73fa-5f4a-b0b4-cf6ed22bbb08 f "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.". /TT0 60 0 R /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 ] 0 -0.863 l Q 0.298 -5.658 l AWWA C600 - Installation of Ductile-Iron Mains and Their - GlobalSpec 1 0 0 1 102.7715 738.00011 cm 1.651 -2.205 l <0a10> Tj Find a Standards Committee of interest. 377.193 341.924 -118.386 41.253 re >> Section 330505.31 - Hydrostatic Testing - Cfpua -0.741 0.104 -0.946 0.043 -0.946 -0.167 c 1 0 0 1 187.5118 688.50121 cm ET >> 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. 4.666 4.439 3.744 5.361 1.518 5.361 c First edition approved by AWWA Board of Directors May 8, 1977. Q 0.049 Tc 1.273 -2.056 1.291 -2.131 1.336 -2.205 c h 6.262 11.88 274.426 274.027 re /BleedBox [ 0 0 612 792 ] 0.565 -0.556 l /BleedBox [ 0 0 612 792 ] from application/x-indesign to application/pdf Crews have worked long hours to meet deadlines and are anticipating the end of the project. f h h MAXIMUM TEST PRESSURE = PIPE'S PRESSURE CLASS [ (\205) -21 (\206) -14 <11191f> -10 (\210) -21 <06> -19 (\206) -12 <0d> -14 (\215) -19 <0f> -16 <06> -26 <04> -13 <06> -14 <0f> -17 <10> -10 <111912> -8 <11> -11 <0e> -13 <0d> -14 (\210) -12 (\215) -20 <07> -19 <11190d> -15 <0c191d> -21 <04> -12 <0b> -13 <11191a> -3 <04> -13 <06> -8 <11> -11 (\215) -36 (\223) ] TJ 1.17 1.284 l 0 -1.148 l /Rotate 0 /Annots [ 18 0 R ] Q -1.207 -0.247 -1.483 -0.024 -1.511 0.371 c 2 0 obj 1.649 2.652 l -1.503 -2.226 -4.808 -3.205 -4.808 -0.567 c 0.637 0 l 0.025 Tw /ProcSet [ /PDF /ImageI /Text /ImageC /ImageB ] -1.344 -4.726 -1.996 -5.362 -2.646 -5.362 c /F1 54 0 R q h /T1_3 85 0 R /T1_0 34 0 R -0.326 3.645 -1.985 2.183 -1.985 -0.227 c T* h >> q 0.021 Tc %PDF-1.6 % All head pressure will thus be included in the reading on the gauge. 2.935 1.263 l The test pressure measured at the point of highest pressure (lowest elevation) shall not be less than 150% times the anticipated maximum working pressure The Handbook of PVC Pipe provides the same upper-end value: A test pressure of 50% above normal operating pressure is generally sucient. Also, pipelines intended for buried service should generally be tested with the backfill in place. Q 1.336 -1.407 l >> /T1_3 24 0 R 1.9 -7.303 l 0.181 1.227 -0.076 1.849 -0.984 1.849 c /GS2 64 0 R /C2_0 39 0 R 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; 3.379 -2.652 l Contact Us, McWane Ductile product engineers or sales representatives, ANSI/AWWA C600 Installation Guide for Ductile-Iron Mains and Their Appurtenances. 1 0 0 1 357.8687 373.9989 cm -0.964 3.177 m >> 0.637 1.16 l >> 1 0 0 1 115.188 669.4841 cm /BleedBox [ 0 0 612 792 ] 0.665 0.441 0.865 0.803 1.279 0.803 c -0.946 -0.556 0.162 -0.309 0.162 -1.193 c /ColorSpace << /CS0 66 0 R All rights reserved. /Font << /GS1 65 0 R -1.986 -0.227 m 1 0 0 1 269.7085 360.2191 cm (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 IG,8,1K$%4O_f[Gm7{[/=)wO xs?2QR(6e+qP! March 2003. 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. 0 0 m AWWA C600-10 Installation of Ductile-Iron Mains and Their - Store -0.713 2.585 -0.082 3.19 0.434 3.19 c (This\040is\040a\040preview\040of\040\042AWWA\040C600\05510\042\056\040Click\040here\040to\040purchase\040the\040full\040version\040from\040the\040ANSI\040store\056) Tj (\031) Tj 1.887 -0.3 l /GS2 gs /T1_1 74 0 R 1 0 0 1 341.23779 370.244 cm 5.659 2.183 3.999 3.645 1.829 3.645 c /TrimBox [ 0 0 612 792 ] 4.44 -3.425 l 0.499 -1.364 0.323 -1.273 0.323 -1.065 c /T1_4 49 0 R 2.198 -1.305 1.9 -2.794 1.9 -3.729 c Installing Ductile-Iron Mains 0 0 m 0.32 5.08 l -1.483 1.136 -1.302 1.383 -0.946 1.383 c 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 f /T1_0 34 0 R Adobe PDF Library 15.0 f 0 g 3.035 -1.247 3.035 -1.73 3.106 -2.113 c endobj Q The pump should be isolated from the line during the actual test period. ?QBe/ii)lM2@`rwL)W)B1C1x=Tlr[^h>-Tz#L0Y=-vn+^to^9Hy~bL1Ut0] f -0.195 0.066 -0.337 0.104 -0.57 0.104 c -0.085 -1.953 -0.276 -1.978 -0.538 -1.978 c h 0 -2.448 l hbbd``b`@ U,OT aH11012X10 30 )~ /T1_1 49 0 R III. 4.666 4.439 3.744 5.361 1.518 5.361 c q 1.896 -0.333 1.768 -0.77 1.278 -0.77 c endobj -0.631 0 -1.199 -0.709 -1.199 -1.817 c (\031\202) Tj 2.624 -9.898 l [ (Copyright\040) -1 (\251\0402011\040American\040Water\040Works\040Association\056\040All\040Rights\040Reserved\056) ] TJ 3.035 -1.249 3.035 -1.73 3.106 -2.114 c perform visual inspection or non-destructive testing requirements of this section. /Type /Page h q << /Length 6067 6.049 -13.273 l 4.41 -2.95 l h 3.379 -2.652 l q 2.091 -1.264 2.562 -0.703 2.562 0 c /GS2 gs /TT0 60 0 R There are currentlymore than 190AWWA Standards, and standards committees have produced more than 60AWWAManuals of Water SupplyPractices. f /Border [ 0 0 0 ] 1 0 0 1 227.5452 684.3746 cm T* /GS2 63 0 R q 1.887 -0.299 l << >> q q Location: Water transmission lines s hall be located and sized in accordance . 1.074 -1.278 0.922 -1.364 0.728 -1.364 c 0 0 m /ColorSpace << -1.511 0.808 m 2.272 -3.565 l 6.369 0 l )\Jp!4EsR, 0.323 -0.689 0.747 -0.642 1.032 -0.642 c h 2.781 -2.334 1.964 -3.043 1.396 -3.043 c /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] -1.079 -1.136 -0.865 -1.483 -0.418 -1.483 c q Q -2.12 -0.247 -1.649 -0.713 -0.841 -0.713 c 4.023 -13.273 l endobj 2.139 1.284 m JRis a NACE Certified Corrosion Technician, Envision Specialist, and member of the American Society of Civil Engineers. /Contents 93 0 R 32 0 0 32 258 531.8003 Tm 0.637 -2.448 l 4.68 0.056 4.666 0.61 4.666 1.347 c q 1 0 0 1 285.0977 354.0014 cm 1.52 7.089 1.344 6.395 1.22 5.804 c ET 4.529 0 l 0 -2.448 l /GS0 62 0 R General Provisions in Section 0200 for further requirements. -0.864 -4.231 0.391 -2.977 0.391 -1.428 c 3.347 0 l -0.279 2.333 -0.641 2.023 -0.982 1.595 c <0a1b> Tj /Type /Page 4.51 -2.411 m -2.524 6.069 l -0.238 -0.133 -0.504 -0.247 -0.813 -0.247 c 1.126 -8.152 0.01 -9.216 -1.148 -9.216 c 278.967 351.319 0.637 -0.608 re disinfection -7.239 16.887 l 5.645 0 l 4 M /T1_2 85 0 R /GS2 63 0 R 1.801 0 l Q 1 0 0 1 89.166 685.90669 cm q /F1 54 0 R 6.356 0 l 0 -0.703 0.47 -1.264 1.279 -1.264 c 0.879 -3.318 l h 1.852 0 1.852 1.953 1.852 3.146 c -0.326 3.645 -1.986 2.183 -1.986 -0.227 c 1 0 0 1 0 0 cm /ColorSpace << endstream 1.131 0.266 1.307 0.133 1.307 -0.262 c 6.566 -0.241 7.516 0.17 8.41 0.17 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 ?T+!aX0e$0nDr|["Tn'.m l{C,6VT3!+,t;q15yUl;-d?h_/tt .YL@CrVnzvAWS #/ zWE the most current version of AWWA C600. 2.994 7.434 4.313 5.709 4.313 3.057 c 1.659 2.652 l 0.736 -0.437 0.637 -0.936 0.637 -1.25 c -1.054 -1.3 -0.951 -1.064 -0.713 0.103 c /Contents 90 0 R 0 0 m 0.003 Tw American Water Works Association works closely with government officials on policy and advocacy in the water industry. /MediaBox [ 0 0 612 792 ] h 0 -7.303 l 3.673 -1.22 3.29 -2.524 1.829 -2.524 c 1.085 0.443 1.706 -0.517 1.706 -1.728 c 0 2.004 l 495 0 obj <>stream 258 384 l 0 Tc h h /Resources << -0.317 -1.599 l 1 0 0 1 123.3138 684.3322 cm /Type /Page 0 Tc -0.964 3.177 m 1 endobj 5.049 1.248 4.283 3.105 1.574 3.105 c 0 0 m -2.283 3.679 m -1.675 0.576 -1.23 0.871 -0.765 0.871 c n /Rotate 0 f 11 0 obj completely from the section of piping under test. -2.283 -1.599 l << -2.212 0.312 -2.822 0.128 -2.822 -0.496 c /ExtGState << First edition approved by AWWA Board of Directors May 8, 1977.This edition approved Jan. 14, 2017. 0 -5.353 l 1.901 -1.645 1.901 -3.574 1.901 -4.623 c 2.522 8.729 2.067 7.857 2.067 6.838 c 1.688 -1.659 l 1 0 0 1 366.19099 370.244 cm /GS2 gs q 0.575 -0.556 l 1.901 1.39 l h 3 0 obj 1.336 -1.407 l 0.56 0.732 0.228 0.661 -0.019 0.547 c 0 Tc /T1_2 80 0 R Approved by American National Standards Institute Sept. 2, 2010. 0 0 m 0.403 -3.367 0.972 -2.658 0.972 -1.565 c 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. /ColorSpace << 0 0 m &HM50ztvv{>4cF`E)%i+zL!, Q&mR@T-}^J&-/G 0.18 -0.652 l >> 0.594 0 l 0 0 m endobj 1.34 -1.483 1.34 -1.645 1.364 -1.773 c 8.821 -2.95 l 2.241 -0.638 1.787 -0.893 1.205 -0.893 c 4.368 -10.636 l q 0 0 m << f 1.477 -2.448 l 0 14.772 l Approved by American National Standards Institute Feb. 9, 1994. f Q /GS2 63 0 R (914-mm) ductile-iron pipe with push-on joints, 22 4-2 Laying conditions for ductile-iron . 0 0 m /Subtype /Image First edition approved by AWWA Board of Directors May 8, 1977. /CS0 66 0 R -0.326 3.644 -1.986 2.184 -1.986 -0.227 c [ <17> 4 <17> 7 <1615> 6 <14> -4 (\033) -16 (\032) 3 <13> -6 <141c> -2 <15> -6 <12> ] TJ 0 -3.565 l BT /Resources << 3.153 -1.152 3.174 -1.27 3.174 -1.389 c /ColorSpace << /TrimBox [ 0 0 612 792 ] 2.956 -2.448 l 0 Tc 0.907 -3.148 0.085 -2.482 0 -1.305 c 1.613 -0.975 1.995 0.473 2.233 1.211 c h 1.801 -0.993 l -0.695 3.105 -1.815 1.361 -1.815 -0.751 c Much time, effort, and care have been expended installing a water line. q 10.083 -7.913 l 0 Tw -1.049 1.702 -0.468 1.56 0.128 1.433 c -2.212 0.313 -2.822 0.128 -2.822 -0.496 c /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] -1.789 -2.585 -1.375 -0.782 -0.248 0.458 c %%EOF 2.131 -3.425 l h 1 0 0 1 0 684 cm 0 Tc 0 g 1 0 0 1 172.3522 682.9713 cm f 1.44 -0.603 l xmp.did:1c4714f5-eb15-8f40-9b40-cde12344e46e Alternatively, pressure will rise as water temperature increases. /Contents 101 0 R 0.731 -0.234 0.408 0.098 0.001 0.098 c 2.044 3.318 l -0.114 0.052 -0.238 0.09 -0.433 0.09 c 284.59 351.319 0.637 -0.608 re 0 5.835 l -0.312 -0.222 m -2.283 -5.353 l /ColorSpace << /Contents 99 0 R 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 Q 378 341.102 l 0.637 1.16 l Duration of the test is two hours. PDF/X-1:2001 q Q Q /T1_2 80 0 R MINIMUM INSTALLATION AND TESTING REQUIREMENTS Date: June 23, 2010 Date Last Issued: January, 2004 Date First Issued: Prior to 1990 . 1.307 0 1.865 0.266 1.865 0.99 c 0 0 m Copyright 2017 American Water Works Association All Rights Reserved 0 0 m /GS1 65 0 R /GS2 gs 3.602 -3.829 l /Font << f 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. 0.078 -0.32 0.229 -0.32 0.229 -0.456 c /MediaBox [ 0 0 612 792 ] The bride responds, "That's the way mom did it." A water line moves like an accordion when pressures are increased/decreased. f 2.139 1.284 m 0 Tc -1.271 -4.046 -1.271 -3.929 -1.344 -3.929 c -2.578 -12.623 1.166 -8.879 1.166 -4.258 c q 0 0 m /GS1 65 0 R Q 10.21 0.17 10.721 -1.064 10.721 -2.694 c h 1 0 0 1 132.4744 685.90669 cm 2 w /GS1 65 0 R /GS2 63 0 R 0 Tc q 4 M First edition approved by AWWA Board of Directors May 8, 1977. IV. 0.637 -2.448 l Q Q -2.893 0 l 0.622 1.245 m 0.214 0.162 0.485 0.266 0.756 0.266 c /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] 0.613 -0.332 l 1.716 -1.659 l /Font << 0.009 Tc -1.207 -0.247 -1.483 -0.024 -1.511 0.371 c 0 0.465 l 0.475 0.399 0.899 -0.576 1.934 -0.576 c R`aRRpYk}9As\wq:]~%&OZWT 4/2ppZ~'OXjspOSQ hStk+xFUu;WAY[U'@ GXT ]FYHIUjr9! /CropBox [ 0 0 612 792 ] -2.233 -9.216 -3.081 -8.404 -3.081 -6.985 c 0 0 m 0 0 m %PDF-1.5 >> 4.529 -9.033 l V} 8(cc*^b @"'vNz5rpI{UyIK g[;lH)F7k+& .O{tY~ K`L"N2G. -1.2 -2.688 -0.755 -3.19 -0.176 -3.722 c >> AWWA C600 Pdf Free Download - Pdf Keg /CropBox [ 0 0 612 792 ] Installations that require special attention, techniques, and. -1.096 -1.25 Td -0.816 -0.93 -0.92 -0.635 -0.92 -0.369 c q >> 2017-06-12T13:26:24-06:00 -4.325 -3.83 l /GS1 65 0 R /GS2 gs 1 0 0 1 325.1572 353.10201 cm 0.013 Tc /GS2 gs q f /GS0 62 0 R -4.028 -4.368 -3.403 -4.551 -2.751 -4.551 c 1 0 0 1 84.4866 682.4324 cm 1.603 -2.283 2.553 -1.829 2.992 -1.021 c /T1_2 1 Tf 396.0011 0 0 396.0011 -7.2004 17.8199 Tm