0.524 -0.893 0 -0.624 0 0 c 0.774 3.679 l Much time, effort, and care have been expended installing a water line. 0.019 Tc These piping systems often contain components made from other materials. 0.499 -1.364 0.323 -1.273 0.323 -1.065 c 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. First edition approved by AWWA Board of Directors May 8, 1977.This edition approved June 20, 2010. -0.018 Tw 1 0 0 1 166.1125 684.5168 cm 0.1 -1.896 l 6.356 -9.033 l 1 0 0 1 0 684 cm Conditions not discussed. -1.107 -1.992 -1.355 -1.949 -1.588 -1.887 c 6666 West Quincy Avenue, Denver, Colorado 80235, The testing methods described in this section are specific for water-pressure, testing. Think about it, you have installed a water line - test with water. 0 0 m q /GS2 gs -1.2 -2.688 -0.755 -3.19 -0.176 -3.722 c 0 0 m /Contents 68 0 R BT As new technologies emerge, new standards are developed. Fromdesign to installation, we take great pride in providing education and trainingto water professionals throughout the water and waste water industry. Q 11.969 0 l q /F1 54 0 R 1 0 0 1 276.9272 353.4496 cm 0 g 2.623 -9.898 l 0.382 -2.524 0 -1.205 0 0 c Q /T1_1 85 0 R -0.941 -2.422 -1.013 -2.895 -1.013 -3.485 c -0.285 -1.568 0.138 -1.83 0.57 -1.83 c 2.994 7.434 4.313 5.709 4.313 3.057 c perform visual inspection or non-destructive testing requirements of this section. -0.61 -0.694 -0.703 -0.606 -0.713 -0.429 c 3.9 0.17 4.099 0.17 4.297 0.113 c -1.433 4.084 l /T1_5 47 0 R -0.304 0.585 -0.119 0.556 0.057 0.504 c 3.389 -2.652 l Q f 2.956 -2.448 l 0.646 -2.097 l -1.757 -7.975 l -1.986 -2.325 -0.582 -3.999 1.829 -3.999 c 0.709 5.361 -0.283 5.148 -1.021 4.808 c /Resources << -0.019 Tw h 2.272 -3.565 l 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. >> 6.708 -7.303 l A water line moves like an accordion when pressures are increased/decreased. AWWA 0.575 -0.555 l 5.191 -9.898 l -0.249 -1.182 -0.155 -1.33 0.372 -1.418 c 0.104 0 0.024 0 scn 1 0 0 1 84.4866 682.4324 cm 1.717 -1.659 l /C2_0 39 0 R -1.816 -1.503 -0.554 -2.283 0.738 -2.283 c 0.298 -5.658 l 0 -2.205 l /Border [ 0 0 0 ] 1.126 0 Td q q endstream ET 0.553 -1.56 l 1.203 0 l 0.604 -0.328 0.866 0.058 1.246 0.058 c /ExtGState << q Files /BleedBox [ 0 0 612 792 ] These procedures should not be applied for air-pressure testing because of the, 4.1.1.1 Test pressure shall not be less than 1.25 times the working pressure at the. >> [ <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 >> 0.556 1.298 0 0.808 0 0 c 4.127 -1.702 3.787 -1.645 3.446 -1.645 c 1 0 0 1 366.19099 370.244 cm Continue to grow your professional development through American Water Works Association. 1.203 0.465 l /T1_3 80 0 R /CS0 66 0 R 4.779 -2.113 l /Resources << -0.581 0.198 -1.007 0.313 -1.702 0.313 c 6.949 -1.985 l 2.198 -1.305 1.9 -2.794 1.9 -3.729 c 0 0 m 0 g q 1.852 -3.997 l 0.327 -1.024 0.327 -1.007 0.319 -0.866 c /Type /Page q /Parent 1 0 R But wait, you have not pressurized the line. 1 0 0 1 78 582.3992 cm /GS2 gs /ColorSpace 20 0 R 1 0 0 1 276.4102 360.2191 cm 0.689 0 l Requirements lists minimum requirements for a product to meet the prescribed standard -15.094 -1.221 -15.561 -2.749 -15.561 -4.258 c /Type /Page 0.641 -1.462 l 0 -0.591 -0.403 -0.694 -0.507 -0.694 c 0.63 -4.549 1.126 -5.361 1.126 -6.366 c f 0.276 -2.039 0 -1.73 0 -1.246 c /CropBox [ 0 0 612 792 ] 3.793 -3.318 l -1.35 -1.464 -1.141 -1.526 -0.922 -1.526 c This will enhance the probability of removing aII air from the conduit. 1 0 0 1 280.3071 349.5883 cm j@z*f)-=eG@d`\Cpht4sA sg7.r{.d`@%,/!|Fy 8{ h f Installing Ductile-Iron Mains /T1_0 34 0 R f h Find a Standards Committee of interest. 133.566 671.059 1.9 -7.304 re -1.706 -1.418 l 5.957 0.171 6.708 -1.049 6.708 -2.694 c >> /CropBox [ 0 0 612 792 ] << At the, conclusion of the pressure test, the corporation cocks shall be removed and plugged. Website Terms of Use 0.637 -2.097 l 2017-05-31T09:35:36-06:00 q 377.597 384 m n JRhas been with McWane Ductile for more than 30 years, starting on the ground floor. 2.426 -0.156 3.234 0.171 4.226 0.171 c /Parent 1 0 R 3.379 -2.652 l f Privacy Policy 1 0 0 1 172.3522 682.9713 cm -1.55 -8.3 -1.003 -7.783 -0.651 -7.207 c examined carefully during the test. Installations that require special attention, techniques, and. 0.575 -0.556 l 1.17 1.284 l Multiple air release locations may be provided due to the contour of the line. /Contents 100 0 R 1.901 3.461 l -1.416 -3.929 -1.685 -4.106 -2.202 -4.711 c >> /Type /Page 0.603 -0.332 l /Rotate 0 Files AWWA C600-17 Installation of Ductile-Iron Mains and Their Appurtenances .More Information List Price: $140.00 Member Price: $98.00 Quantity: [ <0f> 2 (\033) -26 (\031) -9 (\036) -4 <1d171b> -26 (\036) 15 <0e170d> -9 <0c> 16 <12> 2 (\031) -9 <1017> ] TJ q B. Q /Font << 1.593 -2.102 1.593 -2.05 1.57 -1.628 c f Q /Parent 1 0 R /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] h Q A substantial increase in the amount of make-up water as the pressure is increased indicatesa leak is present. 3.021 -4.539 3.815 -4.34 4.51 -3.957 c -0.741 0.104 -0.946 0.043 -0.946 -0.167 c 0 -7.303 l The test pressure measured at the point of highest pressure (lowest elevation) shall not be less than 150% times the anticipated maximum working pressure The Handbook of PVC Pipe provides the same upper-end value: A test pressure of 50% above normal operating pressure is generally sucient. 1.688 0 l 0.803 -0.042 1.093 0.057 1.331 0.057 c 0.556 1.298 0 0.808 0 0 c 0.794 -0.77 0.666 -0.328 0.666 0.076 c q Q -51.862 -1.25 Td 495 0 obj <>stream 1.81 -3.118 2.798 -2.148 2.798 -0.937 c -0.341 6.572 l -0.761 -1.526 -0.504 -1.464 -0.504 -1.227 c >> 1.131 0.266 1.307 0.133 1.307 -0.262 c 1 0 0 1 357.8687 373.9989 cm /Resources << >> Q Q 0 -7.303 l Q 278.967 351.319 0.637 -0.608 re 10.721 -7.303 l /T1_1 49 0 R /GS2 gs /Resources << 4.254 -3.999 5.658 -2.325 5.658 -0.227 c 1.611 -0.841 1.606 -0.437 1.198 -0.437 c q 3.588 1.391 l AWWA C605-13 Underground Installation of Polyvinyl Chloride (PVC) and Ri pu>,s(^ FIRc;ZS"]MN??$WQ?RPNhNN!7ofGyvj81k9FM&tlrV^$~>c+o%d /T1_0 1 Tf 0.5 w 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. Three hydro tests are conducted with each having the same time intervals. 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. /Font << /GS0 gs /BleedBox [ 0 0 612 792 ] 1.887 -0.3 l endobj Q 1.121 0 Td /TrimBox [ 0 0 612 792 ] 11 0 obj The trench type specified for the project is intended to balance the external forces involved but will not eliminate movement. /F1 54 0 R 0.391 -0.922 0.234 -0.41 0 0 c 1.076 0 Td 4.736 -1.545 4.708 -1.035 4.693 -0.482 c 0.613 -0.333 l 1.887 0.424 1.578 0.732 0.832 0.732 c -0.828 0.09 -1.079 -0.224 -1.079 -0.685 c 1.887 -0.299 l << -6.046 0 l q f 18.046 -39.6 l /S /URI -0.582 0.198 -1.007 0.313 -1.702 0.313 c -0.285 -1.568 0.138 -1.83 0.57 -1.83 c Q MINIMUM INSTALLATION AND TESTING REQUIREMENTS Date: June 23, 2010 Date Last Issued: January, 2004 Date First Issued: Prior to 1990 . [ (\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 1.245 -1.982 l /CS0 cs The American Water Works Association first published consensus documents in 1908. 0.229 -0.609 0.059 -0.609 0.003 -0.609 c 6.048 -13.273 l 2.931 6.343 4.072 5.481 4.466 4.352 c n -1.799 -8.123 -1.809 -8.3 -1.727 -8.3 c /Parent 1 0 R /Subtype /Link -1.964 -1.462 l -2.426 5.659 l American National Standards Institute accreditation of AWWA Standards is your additional assurance of excellence. -1.768 -3.53 -0.972 -2.983 -0.63 -2.983 c 0.31 -5.509 -0.269 -4.829 -0.848 -4.342 c Work smart, work hard, and work safe! 6.3 Special Service Requirements, 70 References, 71 . 0.31 -0.089 -0.114 -1.241 -0.724 -2.865 c 0.19 7.434 l /T1_1 85 0 R f 2.956 -0.988 l -0.325 3.659 0.483 3.972 1.291 3.972 c /Contents 104 0 R 0.637 -0.551 0.637 -1.197 0.637 -1.549 c 4.737 -1.545 4.708 -1.035 4.694 -0.482 c 6.111 0 Td 0 0 m Volume 29, Issue 3. V. Verification includesmaterial tests and manufacturing processes to ensure product quality -3.219 -3.389 -2.581 -4.425 -1.248 -4.425 c an adequate length away from valves and fi ttings in accordance with AWWA . -2.822 -1.659 0.482 -0.922 0.482 -3.56 c -0.499 -0.713 -0.233 -0.646 0 -0.518 c >> /CropBox [ 0 0 612 792 ] q f 4.127 -1.702 3.787 -1.645 3.446 -1.645 c 1.17 1.284 l 1.9 -6.254 l -0.504 -0.747 -1.611 -1.075 -1.611 -0.19 c 1.886 2.397 l /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] q 1 0 0 1 301.36771 347.62289 cm 0 0 m 2.938 -3.318 l endobj 2.241 -0.638 1.787 -0.893 1.205 -0.893 c 6.977 -1.985 l 1.086 0.443 1.706 -0.517 1.706 -1.728 c -2.283 7.434 m /ProcSet [ /PDF /ImageI /Text /ImageC /ImageB ] Give back to the water community by helping to develop or update an AWWA Standard. /T1_0 1 Tf 606 Testing and Inspections A. -0.403 -0.62 -0.641 -1.299 -0.765 -1.728 c /T1_3 85 0 R Consult with the TMWA engineer and inspector . Q Q /Rotate 0 1 0 0 1 102.7715 738.00011 cm /GS2 63 0 R q q 1.126 0 Td x;i ?f@ v{0o>p$$'$DUWW]OC>&]oMpu{}k?#yUDM=/!Y.e'gE.WJ-eHr\eOr%2]\5\@? /C2_0 39 0 R f Testing plan, procedures and schedule. /T1_1 55 0 R 4.1.1.2 Test pressure shall not exceed pipe or thrust-restraint design pressures. /GS2 gs SECTION 4: HYDROSTATIC TESTING EXCERPTED FROM AWWA C600-93 AWWA STANDARD FOR INSTALLATION OF DUCTILE-IRON WATER MAINS AND THEIR APPURTENANCES AMERICAN NATIONAL STANDARD Effective date: Apr. endobj 258 384 l Cover: Includestheabbreviation for thestandard name in the upper righthand corner. Q 258 341.102 l 1.925 -1.773 l /GS1 65 0 R 0 0 m -0.248 0.871 0 0.457 0 0 c 0.594 -0.342 l default -2.233 -9.216 -3.081 -8.404 -3.081 -6.985 c 6.539 0 Td -0.41 0.098 -0.732 -0.235 -0.732 -0.634 c /T1_1 85 0 R 1.901 -1.645 1.901 -3.574 1.901 -4.623 c Adobe PDF Library 15.0 69.124 14.772 l Approved by American National Standards Institute Feb. 14, 2017. -1.706 -1.418 l h /MediaBox [ 0 0 612 792 ] 3.153 -1.152 3.174 -1.27 3.174 -1.389 c /F1 54 0 R Service Taps 0.5 w 1.829 -0.993 l 0 Tc /Contents 91 0 R 1.901 1.39 l /Annots [ 18 0 R ] [ (\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 0 0 0 1 K /ExtGState << [ <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 1.327 -2.652 l W 2.067 5.849 2.698 5.125 3.071 4.711 c American Water Works Association water industry publications include Standards, Manuals, Journal, Opflow and more. 1.49 -0.913 1.616 -0.662 1.616 -0.389 c First edition approved by AWWA Board of Directors May 8, 1977.This edition approved Jan. 14, 2017. 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PDF PVC PIPE FIELD TESTING - MAXIMUM TEST PRESSURE - Uni-Bell f h 1.307 -0.832 1.278 -1.007 1.174 -1.145 c The water balloon will simply fall to the ground while pieces from the air balloon may travel several feet when popped. h 1.688 -1.659 l 3.957 -7.913 l f 0.641 -1.462 l Q 4 0 obj -0.404 -8.773 0.31 -8.093 0.31 -6.646 c Buy Now AWWA C230-22 Stainless-Steel Full-Encirclement Repair & Service Connection Clamps for Pipe << 0.761 -1.446 l -2.285 -1.329 -2.605 -2.525 -2.636 -3.663 c 18 0 obj /Length 6067 Can the AWWA M41 Manual Really Fit in Your Pocket? q 4 M 2.044 3.318 l 2 w -0.238 -0.133 -0.504 -0.247 -0.813 -0.247 c 4.313 0.482 3.235 -1.599 0.47 -1.599 c /T1_2 49 0 R Q -0.972 -3.708 -0.91 -3.825 -0.941 -3.973 c 2.338 -0.665 l 189 0 obj <>stream 0 0 m 1.903 0 l h SM 2017 American Water Works Association. -3.304 -5.942 -4.041 -5.814 -4.736 -5.629 c h /CS0 66 0 R Use of theStandard:Includes anyoptions oralternatives in the foreword. -1.085 -1.788 -1.499 -1.802 -1.964 -1.832 c NInZ -]aU.%r qPOdY\pw2 ^j{ >Nx jDP{Xmjl|.ZnZ#n }mf@7Pz\u+N1AyX2AkJHO9t9n"++PG2 4.666 4.439 3.744 5.361 1.518 5.361 c h 0.709 5.361 -0.283 5.148 -1.021 4.807 c q 8.765 -9.898 l 1.9 -1.645 1.9 -3.574 1.9 -4.623 c /F1 11.5 Tf /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] /Type /Catalog 0 g /F1 54 0 R q /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] 0.566 0 l q /ExtGState << 5.957 0.17 6.708 -1.049 6.708 -2.694 c 4.808 -2.51 4.793 -1.304 3.574 -1.304 c -0.127 -3.044 -1.357 -2.232 -1.89 -0.761 c /ColorSpace << Alternatively, pressure will rise as water temperature increases. >> The dial on the gauge must be in one psi increments. -0.946 -0.557 0.161 -0.31 0.161 -1.193 c h 2.956 -0.76 2.956 -0.437 2.59 -0.437 c )\Jp!4EsR, /Resources << 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. 0 0 m [ <1f8f8f8d0d> 15 <1011051990> 20 <9d191f89118d0f07040c191e04060f0d0c048a191d06040c05048d050e191c0c0e060f06880611191d118f0602197f01> 50 <197f16141602> ] TJ 1 0 0 1 353.1221 349.7348 cm AWWA C600 - Installation of Ductile-Iron Mains and Their - GlobalSpec 0 -2.448 l 0.94 -0.207 1.023 0.237 1.023 0.37 c -0.844 0 l Leakage shall not be measured by a drop, These formulas are based on an allowable leakage of 11.65, gpd/mi/in. /T1_4 49 0 R 7 0 obj /Resources << /Parent 1 0 R Keep in mind there are documented procedures and knowledgeable McWane Ductile staff available for assistance. 1 0 0 1 93.53391 669.5269 cm &HM50ztvv{>4cF`E)%i+zL!, Q&mR@T-}^J&-/G Join water professionals from all over at AWWA's conferences and learn about the different online courses AWWA offers. 3.801 -2.808 3.006 -3.148 2.084 -3.148 c BT 1.383 -0.57 1.269 -0.55 1.155 -0.55 c /C2_0 39 0 R 1.739 -3.318 l f f 2.329 -0.665 l 1.9 -7.303 l /Annots [ 18 0 R ] 0.553 -1.56 l 1.892 -1.045 1.887 -0.861 1.887 -0.613 c /BleedBox [ 0 0 612 792 ] -1.403 0 l -0.548 -7.222 -0.496 -7.325 -0.496 -7.458 c q 0.01 Tw This edition approved June 6, 1993. f >> 1.44 0.038 l 3.792 -3.318 l 1 0 0 1 349.4077 372.07069 cm 0.907 -3.148 0.085 -2.482 0 -1.305 c /Annots [ 18 0 R ] 0.666 0.076 m 0.641 0.709 0.372 0.576 0 0 c 0 -1.751 l 0 0 m [ <17> 4 <17> 7 <1615> 6 <14> -4 (\033) -16 (\032) 3 <13> -6 <141c> -2 <15> -6 <12> ] TJ The same information may also be obtained in seconds via the McWane Ductile Pocket Engineer. There is a great deal of thought, preparation, and attention to detail involved with hydrostatic testing. 78 663.585 150.026 74.415 re -1.054 -1.3 -0.951 -1.064 -0.713 0.103 c -3.304 -5.942 -4.042 -5.814 -4.736 -5.629 c /T1_2 1 Tf Submit the following in accordance with Section 01300 Submittals: - 1. h 3.957 -7.913 l -1.686 -4.859 -2.295 -5.657 -2.295 -6.941 c
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