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Verification includesmaterial tests and manufacturing processes to ensure product quality /T1_1 85 0 R q -1.35 -1.464 -1.141 -1.526 -0.922 -1.526 c f 2.158 -1.118 l /C2_0 1 Tf Location: Water transmission lines s hall be located and sized in accordance . /TT0 60 0 R q <> f /Type /XObject 0.104 -1.802 -0.279 -1.788 -0.703 -1.788 c 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. /ExtGState << /T1_0 85 0 R 0 -7.303 l W -0.284 6.069 l /Annots [ 18 0 R ] 0 Tw 1.307 -0.832 1.279 -1.008 1.174 -1.146 c <0e1e> Tj h -3.081 -6.985 m q 0.556 1.298 0 0.808 0 0 c 0.323 -1.065 m -0.304 0.585 -0.119 0.556 0.057 0.504 c 2.936 0.695 2.85 0.17 2.539 -0.241 c 2017-06-12T13:26:24-06:00 -0.32 6.867 l /Resources << 0.1 -1.896 l h Adobe InDesign CC 2017 (Windows) /GS2 63 0 R The husband then presents the question to grandma. q Q h q -0.127 -3.044 -1.357 -2.232 -1.89 -0.761 c 1.688 0 l >> 1 0 0 1 273.32471 354.7758 cm 0 Tc -0.317 -1.599 l -2.822 -1.659 0.482 -0.922 0.482 -3.56 c 0 Tw 0.637 -0.55 0.637 -1.197 0.637 -1.549 c 0.298 -5.658 l 1 0 0 1 93.53391 669.5269 cm 0.524 -0.893 0 -0.624 0 0 c /Rotate 0 0 5.835 l 2.199 -1.304 1.901 -2.793 1.901 -3.73 c -0.742 0.104 -0.946 0.043 -0.946 -0.167 c q /Rotate 0 -0.083 -1.432 0.238 -1.151 0.62 -0.635 c 1 0 0 1 288.07761 355.2411 cm q 2.338 -0.665 l 0 0 m -1.924 -0.738 -1.024 0.443 0.051 0.443 c 468 0 l f -1.923 -0.738 -1.023 0.443 0.052 0.443 c h 0 0 m h q -6.382 -3.83 m 0 -7.304 l q /Resources << 0 g h 0 0 m 396.0011 0 0 396.0011 -7.2004 17.8199 Tm -1.51 5.138 -0.152 6.343 1.408 6.343 c 0.161 -1.763 -0.347 -1.992 -0.865 -1.992 c /T1_1 85 0 R /F1 54 0 R >> 0.403 -3.367 0.972 -2.658 0.972 -1.565 c 1 0 0 1 132.4744 685.90669 cm -1.483 1.136 -1.302 1.383 -0.946 1.383 c Q q 1. (\030\034) Tj 0.323 -0.689 0.747 -0.642 1.032 -0.642 c Q Q General coversthe scope, purpose, and application of the standard This will enhance the probability of removing aII air from the conduit. This is especially true if the line is exposed to direct sunlight. -3.999 -5.899 -5.204 -4.268 -5.204 -2.042 c xmp.id:aed345ab-73fa-5f4a-b0b4-cf6ed22bbb08 0.248 1.787 0.352 1.787 0.403 1.684 c Q 0.637 0 l 4.27 9.186 4.869 8.817 5.097 8.595 c 4.737 -1.545 4.708 -1.035 4.694 -0.482 c << 0 1.091 0.596 2.17 1.829 2.17 c Q 0 1.391 l f /GS2 gs The test pump is to be connected at the lowest point of the line. -1.55 -8.3 -1.003 -7.783 -0.651 -7.207 c -48.679 -1.25 Td f AWWA C600 - Installation of Ductile-Iron Mains and Their - GlobalSpec 0.603 0 l 0 -3.565 l /T1_0 105 0 R Q h 3.801 -2.808 3.006 -3.148 2.085 -3.148 c 0 0 m ET h 6.356 0 l /CS0 66 0 R /GS2 gs 0 0 m 2.956 -0.988 l /T1_1 85 0 R endobj (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. 6.977 -1.985 l >> /MediaBox [ 0 0 612 792 ] 1.892 -1.045 1.887 -0.861 1.887 -0.613 c General Provisions in Section 0200 for further requirements. 1.44 0.039 l 6.369 -1.751 l 3.716 -5.913 l 0.048 Tw Service Taps 6.111 0 Td -2.233 -9.216 -3.081 -8.404 -3.081 -6.985 c /GS1 65 0 R All eyes are on that gauge in hopes of validating the work was successfully completed. f 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. W 3.792 -3.318 l 0 0 m 1 0 0 1 178.9321 685.90669 cm -2.893 0 l 4.44 -3.425 l << 0.553 -1.56 l AWWA C600 is a standard for pressure testing of municipal water systems. 2.042 -9.033 l 1.74 -3.318 l /ExtGState << 4.992 0.17 5.715 -0.213 6.126 -1.12 c Let's be perfectly clear: An air test is absolutely not the same as a hydro test. 0 -7.303 l The water supply container must be marked at the water level to assist with calculating the make-up water. 1.897 -0.333 1.768 -0.77 1.279 -0.77 c [ <17> 4 <17> 7 <1615> 6 <14> -4 (\033) -16 (\032) 3 <13> -6 <141c> -2 <15> -6 <12> ] TJ 0 0 m endobj /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] 0 Tc 0 -2.448 l 1 0 0 1 128.63091 669.668 cm 4.58 7.901 4.383 8.729 3.463 8.729 c /T1_0 34 0 R 0.162 -1.764 -0.347 -1.992 -0.865 -1.992 c 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." /ColorSpace << 1.9 -7.303 l /F1 54 0 R 0.63 -1.832 l f Requirements lists minimum requirements for a product to meet the prescribed standard 2.085 0 l 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. 2.995 7.434 4.313 5.709 4.313 3.057 c 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. /Type /Page endobj 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. HWN$7 1.887 0.424 1.578 0.732 0.832 0.732 c /BleedBox [ 0 0 612 792 ] q 0 0 m 0.761 -1.446 l -2.426 5.659 l application/pdf >> h 0 0 m /F1 54 0 R Explanation: Defineswhat an AWWA Standard is and what it covers. 0.637 1.16 l /CropBox [ 0 0 612 792 ] Fromdesign to installation, we take great pride in providing education and trainingto water professionals throughout the water and waste water industry. q 1.81 -3.118 2.798 -2.148 2.798 -0.937 c q 4.297 -1.801 l h 1.901 -3.403 l Q 0.63 -4.549 1.126 -5.361 1.126 -6.366 c -1.085 -1.788 -1.499 -1.802 -1.964 -1.832 c h from application/x-indesign to application/pdf q /Font << Allowing all the air to vent and adequate time for any water absorption in the cement lining are beneficial. 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(\031) Tj n xmp.did:1c4714f5-eb15-8f40-9b40-cde12344e46e >> 1 0 0 1 0 0 cm 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. 1.801 0 l /GS2 63 0 R -4.808 1.007 -3.432 1.702 -1.943 1.702 c 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. 0.646 -2.377 l /Resources << Click here to purchase the full version from the ANSI store. 3.021 -4.539 3.815 -4.34 4.509 -3.957 c /ColorSpace << -0.305 0.584 -0.119 0.556 0.057 0.504 c III. 1 0 0 1 276.9272 353.4496 cm 0.18 -0.652 l 1 0 0 1 215.36369 689.2394 cm 1.611 -1.141 l 0.566 -0.555 l /F1 54 0 R endstream endobj 250 0 obj <>>>/Resources 261 0 R/Subtype/Form>>stream Multiple air release locations may be provided due to the contour of the line. hbbd``b`@ U,OT aH11012X10 30 )~ 1.477 -0.76 1.477 -0.437 1.112 -0.437 c 5.191 -9.898 l >> 1.871 4.445 1.334 5.332 1.334 6.395 c /GS1 65 0 R 0.637 1.16 l q 0.86 -1.83 1.179 -1.677 1.326 -1.407 c 0.637 -3.565 l Q 0 0 m Q 1.117 3.679 l 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. 0 0 m 1 0 0 1 353.1221 349.7348 cm 1.616 0.292 0.89 0.292 0.736 0.292 c Q f -1.985 -0.227 m 3.9 0.17 4.099 0.17 4.297 0.113 c >> -0.483 5.607 m perform visual inspection or non-destructive testing requirements of this section. 2.512 5.607 l 1.074 -1.278 0.922 -1.364 0.728 -1.364 c 0.794 -0.77 0.665 -0.328 0.665 0.076 c -5.204 0.071 -3.957 1.745 -1.674 1.745 c /TrimBox [ 0 0 612 792 ] 1 0 0 1 271.17239 349.7504 cm 1 0 0 1 166.1125 684.5168 cm 10.111 -7.913 l 0 0 m 0 0 m 2.241 -0.638 1.787 -0.893 1.205 -0.893 c 0 -5.353 l /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] 1.801 -1.021 l 2.338 -0.665 l Considering the allowable make-up water may alleviate this issue. -0.021 Tw AWWA C600-10 Installation of Ductile-Iron Mains and Their - Store -0.326 3.645 -1.986 2.183 -1.986 -0.227 c f BT -0.114 0.052 -0.238 0.09 -0.433 0.09 c /Parent 1 0 R 0.637 0 l 4.149 -5.353 l Unknown 4.127 -1.702 3.787 -1.645 3.446 -1.645 c 1.696 0.803 1.896 0.451 1.896 0.076 c 0.006 Tc /Type /Page 278.259 360.219 0.637 -2.448 re 0.298 -5.658 l A pressure relief valve is to be set at five psi max to prevent over pressurizing. 6.048 -13.273 l -0.946 -0.556 0.162 -0.309 0.162 -1.193 c 4.012 0 l -0.71 -3.425 l 1.688 0 l 0.021 Tc From source to storage, from treatment to distribution, AWWA Standards cover the products and processes related toall areas of water treatment and supply. This includes products that comply with ANSI*/AWWA C900, ANSI/AWWA C907, or ANSI/AWWA C909. /TrimBox [ 0 0 612 792 ] 1.651 -2.205 l ET BT /BleedBox [ 0 0 612 792 ] American Water Works Association has the resources and tools you need to progress as a water professional. /MediaBox [ 0 0 612 792 ] /Annots [ 18 0 R ] 0.685 0 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 4.011 0 l 0.315 -0.758 0.294 -0.689 0.18 -0.657 c -0.471 0 l 0 -0.591 -0.403 -0.694 -0.507 -0.694 c f 4.368 -10.636 l 3.673 -1.22 3.29 -2.524 1.829 -2.524 c uG| ?~U;P8L.=66 89#o (\t*V>8`^icp;j G ~%Ld! f+61G*6oq/oyZ;3]Q;O5.hiLZ /T1_0 34 0 R 1.801 -0.979 2.581 0.17 3.716 0.17 c 1.126 -8.152 0.01 -9.216 -1.148 -9.216 c 1.602 -2.283 2.552 -1.829 2.992 -1.021 c 1.166 -2.749 0.698 -1.222 0 0 c /ExtGState << AWWA C600 Pdf Free Download - Pdf Keg 1.901 -7.304 l f -2.269 -4.553 -1.503 -4.367 -1.503 -3.659 c /ColorSpace << 1 0 obj >> 0.637 -2.448 l q Body of the Standard: Includessix sections: I. 1.827 -3.997 l 1.852 -3.997 l 278.259 361.275 0.637 -0.608 re /GS1 65 0 R 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. There is also a benefit to documented standards compared to word-of-mouth training. -0.207 -0.609 l 0 -7.303 l 0 0 m 3.928 -7.913 l 172 0 obj <> endobj f Files -0.827 0.09 -1.079 -0.223 -1.079 -0.685 c f -0.907 1.745 -0.354 1.659 0.17 1.503 c 0.382 -2.524 0 -1.205 0 0 c Adobe InDesign CC 2017 (Windows) B* 11.316 -9.898 l -1.706 -1.418 l -2.601 -3.425 l 1 0 0 1 293.9146 354.72839 cm f h /GS0 62 0 R 4.666 4.439 3.744 5.361 1.518 5.361 c 2017-05-31T09:35:36-06:00 5 0 obj 0.98 0.76 l The dial on the gauge must be in one psi increments. 4.658 0 l -0.012 Tw /CS0 66 0 R Hydrostatic Testing Awwa 600 | PDF | Pressure | Litre - Scribd 0 0 m -4.807 1.007 -3.432 1.702 -1.943 1.702 c /TT0 1 Tf 6.369 0 l >> 15 0 obj 11.969 0 l (\031) Tj Q h 2.115 -2.448 l Q -1.461 4.084 l 5.645 0 l 2.792 0.62 2.047 -1.787 2.016 -1.905 c 0 0 m /ColorSpace << -0.124 0.561 0 0.325 0 0 c /C2_0 39 0 R (\031) Tj 0 0 m -0.049 Tw 1.131 0.266 1.307 0.133 1.307 -0.261 c Cookie Preferences 2.61 0 l q >> q Leakage shall not be measured by a drop, These formulas are based on an allowable leakage of 11.65, gpd/mi/in. Q -0.34 0.157 -0.709 0.27 -1.291 0.27 c 0.637 -1.141 l -4.027 -4.367 -3.404 -4.553 -2.751 -4.553 c 1.336 -1.407 l 1 0 0 1 289.8315 356.3588 cm /Parent 1 0 R &SYXeI/$ji+>x')aP46/'J?n[//~sKxJ#OYOzL|*GaI@:@63v LDWQ>eg,MN[ Z8J|c^dJw[]0: pl.Mc~U0,JoLlRU. -2.524 6.069 l 0.001 0.098 m /Annots [ 18 0 R ] 1 0 0 1 93.561 710.6586 cm 2.091 -1.264 2.562 -0.703 2.562 0 c -0.631 0 -1.2 -0.709 -1.2 -1.817 c 1, 1994. /TT0 60 0 R 0.956 -0.262 l h -1.816 -1.503 -0.554 -2.283 0.738 -2.283 c /Resources << h /T1_3 85 0 R -2.283 3.679 m h ANSI/AWWA C600-17 (Revision of ANSI/AWWA C600-10) C 017 A W W A A This is a preview of "AWWA C600-2017". -1.323 -4.209 m How to Successfully Prepare and Complete a Hydrostatic Test h /Border [ 0 0 0 ] /T1_0 1 Tf endobj -1.065 1.595 -1.117 1.698 -1.106 1.816 c 0 -2.448 l /Resources << 2.081 -1.294 2.499 -0.964 2.499 -0.533 c -3.219 -3.389 -2.581 -4.425 -1.248 -4.425 c Q The make-up water is measured and documented after each test. -0.326 3.659 0.482 3.971 1.29 3.971 c 0.031 -0.03 l 4.1.1.2 Test pressure shall not exceed pipe or thrust-restraint design pressures. -2.269 -4.553 -1.503 -4.367 -1.503 -3.659 c /ExtGState << Direct any of your questions related to technical and operational information to our Engineering & Technical Services Department. 1 0 0 1 280.4966 356.11169 cm 0.214 0.162 0.485 0.266 0.756 0.266 c 2.198 -1.305 1.9 -2.794 1.9 -3.729 c /ExtGState << 3.134 -4.609 3.46 -4.538 3.659 -4.411 c -0.828 0.09 -1.079 -0.224 -1.079 -0.685 c 4.187 0.266 3.246 -1.034 1.809 -1.034 c q /TT0 60 0 R 0 g Q 0.622 2.55 4.707 2.842 4.707 0.013 c >> 2.167 -0.437 2.115 -0.94 2.115 -1.259 c 0.736 -0.437 0.637 -0.936 0.637 -1.25 c 69.124 14.772 l /GS0 62 0 R 1.852 0 1.852 1.953 1.852 3.146 c 2.623 -9.898 l 1.716 -1.659 l -3.422 -2.836 -3.018 -1.152 -2.109 0.015 c /Annots [ 18 0 R ] f 0 0 m -0.021 Tw W /GS0 62 0 R Q >> adobe:docid:indd:5cad130e-228d-11dd-b753-bc3d6c84f515 q Q Q -0.404 -8.773 0.31 -8.093 0.31 -6.646 c 0 -0.703 0.47 -1.264 1.278 -1.264 c Sitemap /MediaBox [ 0 0 612 792 ] /Font << 1.9 -7.091 l 0.566 -0.555 l Q 4.808 -7.304 l Buy Now AWWA C230-22 Stainless-Steel Full-Encirclement Repair & Service Connection Clamps for Pipe 1.131 0.266 1.307 0.133 1.307 -0.262 c 0 0 m 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. 1.852 4.186 1.7 5.835 0.19 5.835 c f -1.55 -1.364 l h 1 0 0 1 123.3138 684.3322 cm BT -0.651 -7.887 -1.716 -9.216 -2.429 -9.216 c 3.389 -2.652 l 0.604 0 l endobj Q 2.936 1.263 l 8.765 -9.898 l h (\037\036) Tj q an adequate length away from valves and fi ttings in accordance with AWWA . As new technologies emerge, new standards are developed. 3.318 -6.027 2.879 -6.084 2.312 -6.084 c 2.2 -0.08 2.519 0.057 2.818 0.057 c 1.9 -6.254 l 3.602 -3.83 l 0 0 m Copyright 2017 American Water Works Association All Rights Reserved q 0 Tc I am honored as a water professional to do my part in Building Iron Strong Utilities for Generations." Jerrys favorite quote: "I can do all things through Christ who strengthens me.jerry.regula@mcwaneductile.comhttps://www.linkedin.com/in/jerry-regula-6a87b8138/. gfg??^W~3ZDeL{&. -0.631 0 -1.199 -0.709 -1.199 -1.817 c 0 Tc f >> Approved by American National Standards Institute Feb. 14, 2017. q /Im0 19 0 R 12 -39.6 l 468 0 l /Type /Page 2.994 7.434 4.313 5.709 4.313 3.057 c /GS1 65 0 R 0 Tw 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. 4 M 5.985 0 Td */XYrw{' .H Y ==2* sY+J]q( 6v. 1 0 0 1 275.71581 358.4276 cm 85% found this document useful (13 votes), 85% found this document useful, Mark this document as useful, 15% found this document not useful, Mark this document as not useful, Save Hydrostatic Testing Awwa 600 For Later. /ColorSpace << 1 0 0 1 78 582.3992 cm h endobj 2.056 -1.305 1.9 -2.808 1.9 -3.758 c 1.246 -2.211 l 0.103 -1.802 -0.279 -1.788 -0.703 -1.788 c 0.01 Tw 0 0 m These AWWA Standards address all facets of water treatment and delivery. /Contents 102 0 R -0.548 -7.222 -0.496 -7.325 -0.496 -7.458 c f h 4.41 -7.303 l BT 0 0 m h 0 -2.448 l Give back to the water community by helping to develop or update an AWWA Standard. q 1 0 0 1 281.8047 359.5443 cm 1.901 1.391 l /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] -0.589 1.383 -0.447 1.117 -0.428 0.808 c 1.203 0 l -0.238 -1.483 -0.039 -1.417 0.071 -1.369 c /GS3 63 0 R HLN0y Volume 29, Issue 3. /Contents 99 0 R 1.383 -0.57 1.269 -0.55 1.155 -0.55 c /Contents 90 0 R -1.503 -2.226 -4.807 -3.204 -4.807 -0.568 c q 1 0 0 1 145.5631 671.0585 cm Q << 133.566 674.207 1.9 -1.815 re 284.59 350.263 0.637 -2.448 re 0.29 1.049 0.692 1.167 0.993 1.167 c 0 0 m /ExtGState << 2.937 -3.318 l h 0.665 0.441 0.865 0.803 1.279 0.803 c f 0.559 6.232 0.527 6.439 0.134 6.498 c 1.092 2.397 0.156 2.326 -0.567 1.971 c 1 0 0 1 121.7533 665.8683 cm 0.002 Tw /Type /Catalog -0.761 -1.526 -0.504 -1.464 -0.504 -1.227 c Jerry Regula, "JR" is a product engineer with McWane Ductile. ; 3.z x Jy$;8&, C600-17 Installation of Ductile-Iron Mains and Their Appurtenances, Installation of Ductile-Iron Mains and Their Appurtenances, Copyright 2017 American Water Works Association All Rights Reserved. 1.9 -7.303 l Think about it, you have installed a water line - test with water. T* 2.484 -1.988 1.645 -2.827 0.617 -2.827 c 1.901 -7.303 l 0 0 m 284.59 351.319 0.637 -0.608 re 1.076 0 Td -0.581 0.199 -1.007 0.312 -1.701 0.312 c >> << /T1_2 49 0 R f -0.41 0.098 -0.732 -0.235 -0.732 -0.634 c Testing of Pressure Piping to be performed according to AWWA C600 (DIP), AWWA C605 (PVC) and the following as applicable: Hydrostatic testing procedure: Testing shall be performed in the presence of the CFPUA representative. Ri pu>,s(^ FIRc;ZS"]MN??$WQ?RPNhNN!7ofGyvj81k9FM&tlrV^$~>c+o%d Installing Ductile-Iron Mains 0 -0.458 -0.228 -0.93 -0.548 -0.93 c subsqueous Crossings Q 0 Tc 0 0 m 1.407 -1.118 l /CS0 66 0 R -0.351 0.57 -0.157 0.522 0.043 0.48 c 0 0 m 0 0 m AWWA C605-13 Underground Installation of Polyvinyl Chloride (PVC) and /T1_2 80 0 R >> 8.821 -2.269 8.821 -1.305 7.728 -1.305 c /Font << -1.789 -2.585 -1.375 -0.782 -0.248 0.458 c q 1 0 0 1 277.62109 355.2411 cm 1.659 2.652 l Much time, effort, and care have been expended installing a water line. 1.202 0 l Installers may, at times, have a misconception that water lines do not move because of earth loads of six to eight feet, for example. Q 3.673 -1.22 3.29 -2.524 1.829 -2.524 c -0.238 -0.133 -0.504 -0.247 -0.813 -0.247 c Busting the Myth on Ductile Iron Pipe Lead Times, National Manufacturing Day to Launch Second Consecutive McWane Scholarship Program for Skilled Trades, McWane Ductile Announces $45 Million Dollar Investment, Expansion in Coshocton County, McWane Ductile Focuses on Capital Investments, Operational Efficiencies to Meet Demand Amid Supply-Constrained Market, California Transparency in Supply Chain Disclosure, Total overall difference from the low to highest elevations, Proper lubrication of gaskets and spigots, Proper alignment of joints during the homing process - "Straight is great! 0 3.462 l q 1 0 0 1 278.43021 349.7357 cm /CS0 66 0 R 0.323 -1.065 m 4-1 Performance test on 36-in. -3.46 -1.56 l 0 0 m 1.092 2.397 0.156 2.326 -0.567 1.971 c 0.003 Tw h 1.17 1.284 l >> Consult with the TMWA engineer and inspector . 1 0 0 1 78 595.8992 cm f )\Jp!4EsR, /Rotate 0 f 0 Tw MINIMUM INSTALLATION AND TESTING REQUIREMENTS Date: June 23, 2010 Date Last Issued: January, 2004 Date First Issued: Prior to 1990 . 3.422 0.057 3.593 -0.356 3.593 -0.903 c >> Engineering professionals often include on-site training by the manufacturer in the project specification to ensure training is completed. AWWA C600 January 1, 1993 2 w /T1_0 34 0 R 0.641 -1.462 l 1.901 -4.027 2.07 -4.609 2.794 -4.609 c -0.285 -1.568 0.138 -1.83 0.57 -1.83 c Test requirements are set by considering the following: The hydrostatic test parameters must be clearly defined during the design phase and stated in the project specifications. h 3.588 1.39 l 0.86 -1.83 1.179 -1.678 1.327 -1.407 c 1.121 0 Td The same information may also be obtained in seconds via the McWane Ductile Pocket Engineer. -0.775 -2.999 -0.816 -3.043 -0.91 -3.043 c Looking for answers to your DI pipe questions? 0 Tw >> 0 1.092 0.596 2.17 1.829 2.17 c 1.404 -3.829 l 1 0 0 1 187.5118 688.50121 cm 2.61 0 l 468 0 l -1.341 -1.978 -1.745 -1.431 -1.745 -0.685 c 4.255 -4 5.658 -2.326 5.658 -0.227 c 1.649 2.652 l 0 -7.303 l 8.339 0 l -0.741 0.104 -0.946 0.043 -0.946 -0.167 c First edition approved by AWWA Board of Directors May 8, 1977. 114.677 689.055 1.901 -1.816 re 0 0 m 0.019 Tc -0.499 -0.713 -0.232 -0.646 0 -0.518 c /Resources << 2.829 3.679 4.149 2.893 4.149 1.116 c 18.046 -39.6 l /Annots [ 18 0 R ] /Count 13 >> /Type /Page 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 << h Prime the pump to remove all air prior to engagement with the line. 10.083 -7.913 l -0.504 -0.746 -1.611 -1.074 -1.611 -0.191 c 0.566 0 l f 3 0 obj Appendices: Containsadditional guidance and reference materials for applicationof the standard. f -0.248 -1.182 -0.155 -1.33 0.372 -1.418 c 0.603 -0.328 0.865 0.057 1.245 0.057 c -0.326 3.645 -1.985 2.183 -1.985 -0.227 c 2.241 -0.638 1.787 -0.894 1.206 -0.894 c 0.96 0.96 0.96 rg 2.085 0 l 10 0 0 10 450.4713 730.5001 Tm The trench type specified for the project is intended to balance the external forces involved but will not eliminate movement. /T1_2 29 0 R Valves shall, not be operated in either the opening or closing direction at differential pressures, above the rated pressure. 0 0 m -0.713 2.585 -0.082 3.19 0.434 3.19 c 4.808 -3.404 l >> >> /Font << HyTW/B(^ !DQJ*(BD,B]U"(""eZ+2[z k]P PDF SECTION 9 WATER CONSTRUCTION STANDARDS - Truckee Meadows Water Authority /T1_2 85 0 R 4.736 -1.545 4.708 -1.035 4.693 -0.482 c Q PDF/X-1:2001 1.911 -1.583 1.901 -1.412 1.896 -1.226 c 2.795 0 l 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. Join water professionals from all over at AWWA's conferences and learn about the different online courses AWWA offers. /Rotate 0 /C2_0 39 0 R 0.683 3.19 0.796 2.924 0.703 2.585 c Aw=g cN-k/{pq)MN###2&icaZ/xg=Jh.dqW^}x-K>z f /T1_3 69 0 R 5.658 2.183 3.999 3.645 1.829 3.645 c /C2_0 39 0 R h Installation of Ductile-Iron Mains and Their Appurtenances 0.499 -1.364 0.323 -1.273 0.323 -1.065 c 3.442 2.599 2.957 3.205 2.409 3.825 c /GS2 63 0 R Q Q /GS1 65 0 R 3.389 -2.652 l 4.44 -3.425 l Pop both balloons. 3.716 -5.913 l 0 0 m /Im0 Do Q 3.021 -1.021 l ET /Contents 92 0 R h -1.815 -3.148 -0.411 -4.539 2 -4.539 c -3.081 -5.243 -1.964 -4.564 -1.127 -4.017 c 85.92 0 0 58.31999 257.28152 276.09309 cm 2.751 1.716 3.177 0.922 3.233 0 c -2.233 -9.216 -3.081 -8.404 -3.081 -6.985 c These piping systems often contain components made from other materials. /CS0 66 0 R /TT0 60 0 R /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] 1.886 2.397 l 1 0 0 1 99.8298 669.5269 cm Laying 1. . -3.219 -3.389 -2.581 -4.424 -1.248 -4.424 c /ExtGState << /ColorSpace << disinfection /T1_0 1 Tf 1.773 -1.021 l 1.901 3.46 l 1 S 3.319 -6.025 2.879 -6.083 2.312 -6.083 c Also, pipelines intended for buried service should generally be tested with the backfill in place. 1.05 -1.545 1.16 -1.521 1.226 -1.478 c 0 0 m 7 0 obj American Water Works Association water industry publications include Standards, Manuals, Journal, Opflow and more. -0.314 -2.205 l 1.887 -0.3 l 0 0 m 8.821 -2.95 l 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 3.957 -7.913 l -0.285 -1.569 0.138 -1.83 0.57 -1.83 c endobj h There is a great deal of thought, preparation, and attention to detail involved with hydrostatic testing. 0.613 -0.333 l 1.383 -0.57 1.268 -0.551 1.155 -0.551 c 1.202 0.465 l Q 0 0 0 1 K 0.637 0 l -1.55 -1.364 l 10.21 0.17 10.721 -1.064 10.721 -2.694 c /T1_0 34 0 R n 3.379 -2.652 l 0.2 0.5 0.3 RG Work smart, work hard, and work safe! AWWA C600 - Installation of Ductile-Iron Water Mains and Their Appurtenances. f -0.76 -1.526 -0.504 -1.464 -0.504 -1.227 c (\031\202) Tj q 0 g 0.604 -0.342 l 1.611 -0.841 1.606 -0.437 1.198 -0.437 c /F1 54 0 R Submit the following in accordance with Section 01300 Submittals: - 1. 0.323 -0.69 0.747 -0.642 1.031 -0.642 c First edition approved by AWWA Board of Directors May 8, 1977. <0a10> Tj /BleedBox [ 0 0 612 792 ] /C2_0 39 0 R /Contents 101 0 R >> The same basic principles can be applied to most other materials as well. W/{N\ldp6mi=\2+'/8`s32A^@V.D=0kgz1>:+.O~ MHX]iL"@HE.s L,mrd_tUqbNF7 /GS0 62 0 R 4.666 2.283 l -0.002 Tc 1.477 -0.988 l W 0 0 0 1 K 1.126 -8.152 0.01 -9.216 -1.148 -9.216 c -3.304 -5.942 -4.042 -5.814 -4.736 -5.629 c /T1_3 94 0 R /Font << /Rotate 0 1.317 -2.652 l << /GS0 62 0 R -0.031 0.532 0.052 1.27 0.186 1.713 c /T1_2 1 Tf Try out the McWane Pocket Engineer today.
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