q Try out the McWane Pocket Engineer today. /Parent 1 0 R AWWA C600-17 (Print+PDF) Installation of Ductile Iron Water Mains and 6.048 -13.273 l 2.044 3.317 l 0.665 0.441 0.865 0.803 1.278 0.803 c 6.566 -0.241 7.516 0.17 8.41 0.17 c /CS0 66 0 R h /MediaBox [ 0 0 612 792 ] 0 0 m Q /TT0 1 Tf -1.023 -3.043 -1.303 -2.999 -1.209 -2.658 c /F1 54 0 R 0 g 1 0 0 1 132.4744 685.90669 cm 606 Testing and Inspections A. /Im0 Do 1 0 0 1 138.7002 667.5842 cm /Parent 1 0 R /GS1 65 0 R 0.637 -1.35 0.694 -1.545 0.936 -1.545 c h /GS2 gs 172 0 obj <> endobj 1 0 0 1 227.5452 684.3746 cm 1.688 0 l Q /T1_3 80 0 R /CropBox [ 0 0 612 792 ] -0.314 -2.205 l h /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] Approved by American National Standards Institute Sept. 2, 2010. AWWA C600 is a standard for pressure testing of municipal water systems. 1.9 -7.303 l >> -0.249 -1.182 -0.155 -1.33 0.372 -1.418 c VI. h h Test Report 1. Q -1.108 -1.992 -1.355 -1.949 -1.587 -1.887 c /T1_3 85 0 R /GS0 62 0 R 3.801 -2.808 3.006 -3.148 2.085 -3.148 c f 1 0 0 1 276.9272 353.4496 cm f 1.015 4.593 0.622 4.352 0.622 3.832 c 4.313 0.482 3.235 -1.599 0.469 -1.599 c 1 0 0 1 281.8828 365.46471 cm Find a Standards Committee of interest. 43.39 0 Td 0 0 m revision of AWWA Standard C600, C901 and C902 plus the additional requirements of the Department of Health, and WWS. 0 0 m Q 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. Q Q ; 3.z x Jy$;8&, C600-17 Installation of Ductile-Iron Mains and Their Appurtenances, Installation of Ductile-Iron Mains and Their Appurtenances, Copyright 2017 American Water Works Association All Rights Reserved. [ <16> -75 <16> -37 <02> -52 (\203) -60 <7f> -54 <17> -49 <0284> -32 (\216) -73 (\216) -33 (\204) ] TJ 0.736 -0.437 0.637 -0.936 0.637 -1.25 c 377.597 384 m 1 0 0 1 121.7533 665.8683 cm /Contents 91 0 R 1.688 -1.659 l 1 0 0 1 78 591.35091 cm /Subtype /Link -0.71 -3.425 l >> endobj 0 1.091 0.596 2.17 1.829 2.17 c 8.339 0 l 1. /MediaBox [ 0 0 612 792 ] -3.304 -5.942 -4.042 -5.814 -4.736 -5.63 c -0.816 -0.93 -0.92 -0.635 -0.92 -0.369 c 0.613 -0.333 l T6{Ra>G|FbXno,m&?&kOGy*uW6B$'Mj];gjJDt.Gx&r:dMabz)4&W+d(6~Ubv 2.956 -0.988 l 1.302 -3.043 1.147 -2.851 1.147 -2.673 c Pages 11-11. /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] 1.9 -10.636 l h Q 18 0 obj 1 0 0 1 144.24471 688.50121 cm 1 0 0 1 323.9854 372.07069 cm -1.026 1.903 -1.845 3.848 -2.398 5.659 c -1.799 -8.123 -1.809 -8.3 -1.727 -8.3 c /BleedBox [ 0 0 612 792 ] -1.29 1.617 -1.815 0.979 -1.815 -0.114 c /T1_2 49 0 R 4.44 -3.425 l 0 0 m 1.317 -2.652 l /MediaBox [ 0 0 612 792 ] -0.504 -0.746 -1.612 -1.074 -1.612 -0.191 c /Resources << 4.68 0.056 4.666 0.61 4.666 1.347 c -2.893 0 l /Type /Action *Reminder - connect the gauge to the pipe, not the pump. -1.323 -4.209 m 0.019 Tc /C2_0 39 0 R /TT0 60 0 R q 1.383 -0.57 1.268 -0.551 1.155 -0.551 c 0.63 -1.832 l /T1_4 49 0 R 0.637 -2.097 l 3.035 -1.247 3.035 -1.73 3.106 -2.113 c -1.35 -1.464 -1.141 -1.526 -0.922 -1.526 c 4.255 -4 5.658 -2.326 5.658 -0.227 c >> -0.732 -1.034 -0.408 -1.365 0.001 -1.365 c 1.246 -2.211 l 2.044 3.318 l 1 0 0 1 268.6958 377.6796 cm T* /Contents 102 0 R /Rect [ 21.6 756 597.6 792 ] Q Unknown 1 0 0 1 115.188 669.4841 cm /TT0 60 0 R -2.283 -1.599 l 2.241 -0.638 1.787 -0.894 1.206 -0.894 c 0.689 -0.262 0.376 -0.286 0.133 -0.405 c -1.986 -2.326 -0.581 -4 1.829 -4 c 1.773 0 l 4.41 -7.303 l Service Taps q /ColorSpace << 1.644 -0.841 0.62 -1.58 -0.869 -2.171 c 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. 5.049 1.248 4.283 3.105 1.574 3.105 c Q 1.065 -1.034 0.352 -0.709 0 0 c 0.689 -0.261 0.376 -0.285 0.133 -0.404 c */XYrw{' .H Y ==2* sY+J]q( 6v. 0.799 3.679 l Laying 1. . /Font << 0.444 0 l 1.887 0.424 1.578 0.732 0.832 0.732 c 0 0 m The dangers of compressed air cannot be over emphasized. 0 0 m /BleedBox [ 0 0 612 792 ] 0.007 Tc /Contents 101 0 R f 0 0 0 1 k 1.616 0.292 0.89 0.292 0.736 0.292 c 5.658 2.184 3.999 3.644 1.829 3.644 c (\221\221) Tj f 2017-06-12T13:26:24-06:00 Adobe InDesign CC 2017 (Windows) 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. test pressure before conducting the leakage test. 0.085 0.978 0.624 1.716 1.687 1.716 c -2.12 -0.247 -1.649 -0.713 -0.841 -0.713 c 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. 0 5.835 l 2.484 -1.988 1.645 -2.827 0.617 -2.827 c /GS3 gs 5.191 -9.898 l 0.685 0 l The same information may also be obtained in seconds via the McWane Ductile Pocket Engineer. 0.2 0.5 0.3 RG 1.901 0 l 468 0 l /ColorSpace << /Resources << f Cover: Includestheabbreviation for thestandard name in the upper righthand corner. f /GS3 63 0 R 2.61 0 l /Rotate 0 Sitemap 0.025 Tw 0.566 -0.555 l 0.31 -0.089 -0.114 -1.241 -0.724 -2.865 c -1.29 1.617 -1.815 0.978 -1.815 -0.113 c 0.018 Tc Web awwa c600 pressure testing pdf download. 1.897 -0.333 1.768 -0.77 1.279 -0.77 c -4.623 -4.07 l /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] 0 0 m /ExtGState << 1.649 2.652 l /T1_1 34 0 R 1.074 -1.278 0.922 -1.364 0.728 -1.364 c Q <> /CS0 66 0 R 3.716 -6.595 l -0.304 0.585 -0.119 0.556 0.057 0.504 c -0.048 Tc 0 -0.458 -0.228 -0.93 -0.548 -0.93 c Q 230 0 obj <><><>]/ON[232 0 R]/Order[]/RBGroups[]>>/OCGs[232 0 R]>>/OutputIntents[<>]/PageLabels 213 0 R/Pages 216 0 R/Type/Catalog/ViewerPreferences<>>> endobj 231 0 obj <>/Font<>>>/Fields 209 0 R>> endobj 226 0 obj <>stream q -1.461 4.084 l 1 0 0 1 366.19099 370.244 cm /T1_0 1 Tf 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; /Type /Page /GS2 gs 2.329 -0.665 l /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] What is Tuberculation and Why Did it Happen in Iron Pipe? 1.302 -0.863 0.793 -0.863 0.628 -0.863 c 2.329 -0.665 l 1.673 0.057 1.915 -0.071 2.053 -0.375 c >> /MediaBox [ 0 0 612 792 ] 1.085 0.443 1.706 -0.517 1.706 -1.728 c 1.829 -0.993 l 4.666 4.439 3.744 5.361 1.518 5.361 c PDF/X-1:2001 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. 1 0 0 1 187.5118 688.50121 cm << 0 1.121 1.262 1.262 2.113 1.262 c -0.314 0.292 m << q 0.001 Tc 3.602 -3.83 l /TrimBox [ 0 0 612 792 ] Q 0 -1.148 l endobj endobj 1.126 0 Td >> 0 0 m 0 0 m /C2_0 1 Tf 0 1 0 0 1 270.791 354.5668 cm /TrimBox [ 0 0 612 792 ] -0.285 -1.568 0.138 -1.83 0.57 -1.83 c -1.686 -4.859 -2.295 -5.657 -2.295 -6.941 c q 3 0 obj /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] -1.085 -1.788 -1.499 -1.802 -1.964 -1.832 c There is a great deal of thought, preparation, and attention to detail involved with hydrostatic testing. Jerry has been involved in nearly all facets of the foundry, providing him with extensive experience in manufacturing, installation, and design of ductile iron water products. >> /GS2 63 0 R 4.666 4.439 3.743 5.361 1.517 5.361 c q 1 0 0 1 281.8047 359.5443 cm << /Contents 68 0 R >> 0.161 -1.763 -0.347 -1.992 -0.865 -1.992 c >> Q WARNING: The testing methods described in this section are for water-pressure testing only. >> 0.956 -0.262 l /BleedBox [ 0 0 612 792 ] q (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. endobj /Font << h / 1.44 -0.603 l The trench type specified for the project is intended to balance the external forces involved but will not eliminate movement. 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