2.45 2.466 2.44 2.644 2.285 2.644 c -0.007 Tw q /ColorSpace << /TT0 60 0 R -1.323 -4.209 m -2.822 -1.659 0.482 -0.921 0.482 -3.559 c 0.565 0 l 0.604 -0.333 l 1.776 -1.599 l /F1 54 0 R 0.31 -6.646 m endobj 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. /C2_0 1 Tf 4.326 -9.033 l PDF Minimum Installation and Testing Requirements - Broward County, Florida 0 0 m 0 0 m -1.815 -3.148 -0.411 -4.539 2 -4.539 c <0a1b> Tj >> << /Pages 1 0 R /Rotate 0 /Type /Action f 10 0 0 10 258 228.8749 Tm 4.808 -3.403 l q III. -0.761 -1.526 -0.504 -1.464 -0.504 -1.226 c 0 0 0 1 K Q -1.026 1.903 -1.845 3.848 -2.398 5.659 c After all the air has been, expelled, the corporation cocks shall be closed and the test pressure applied. AWWA is the voice of water in the nation's capital. 0 0 m /T1_1 55 0 R f -3.05 -5.362 -3.422 -4.933 -3.422 -3.796 c 0.499 -1.364 0.323 -1.273 0.323 -1.065 c 2.2 -0.08 2.519 0.057 2.818 0.057 c 0 0 m << /TrimBox [ 0 0 612 792 ] q The Mc Wane Ductile Double Bump protocol is an excellent diagnostic process written for operators to differentiate a leak from trapped air: If the amount of make-up water remains the same or slightly improves, this is an indicates trapped air. /T1_0 34 0 R The Contractor shall submit a test report which includes the following f 0 0 m -0.352 0.57 -0.157 0.522 0.043 0.479 c 1.852 0 1.852 1.953 1.852 3.146 c 0.566 0 l adobe:docid:indd:5cad130e-228d-11dd-b753-bc3d6c84f515 2.935 0.695 2.85 0.17 2.538 -0.241 c -0.631 0 -1.2 -0.709 -1.2 -1.817 c Q 1.896 -0.333 1.768 -0.77 1.278 -0.77 c >> PDF Ductile-Iron Pipe and Fittings - American Water Works Association -1.108 -1.992 -1.354 -1.949 -1.587 -1.887 c 13.8 TL 468 0 l -0.326 3.644 -1.986 2.184 -1.986 -0.227 c Q 1 0 0 1 366.19099 370.244 cm 4 M 0 0 m -1.251 0.086 -0.446 0.954 0.617 0.954 c /GS2 gs 0 -2.448 l h Q 6.977 -1.985 l PDF PVC PIPE FIELD TESTING - MAXIMUM TEST PRESSURE - Uni-Bell 189 0 obj <>stream 0 -0.703 0.47 -1.264 1.279 -1.264 c 0 Tc -0.012 Tw First edition approved by AWWA Board of Directors May 8, 1977.This edition approved June 20, 2010. h 1.9 -1.645 1.9 -3.574 1.9 -4.623 c 0.631 -1.832 l -1.964 -1.462 l /Rect [ 21.6 756 597.6 792 ] 0.637 -2.448 l h /TT0 60 0 R >> A substantial increase in the amount of make-up water as the pressure is increased indicatesa leak is present. h 2.561 0.808 2.006 1.297 1.279 1.297 c 14.4 TL 1.852 4.186 1.7 5.835 0.19 5.835 c -0.941 -2.422 -1.013 -2.895 -1.013 -3.485 c The purpose of this standard is to define the minimum requirements for a water utilitys stormwater management program, including management of stormwater on water utility sites, addressing water quality and water quantity You can be confident when you select products and processes that meet the requirements of AWWA Standards. Q 1.52 7.089 1.344 6.395 1.22 5.804 c 0.63 -4.549 1.126 -5.361 1.126 -6.366 c 0 0 m /T1_0 1 Tf /MediaBox [ 0 0 612 792 ] -0.352 0.57 -0.157 0.522 0.042 0.479 c mY+lim ]O PavS!1rTT,mYfNpervAM =Iiux_d6}F@``!,>3n.w-ml(6p>&,\*1`aDpheQ`yr8 *>T'ld4eL[\oTF s%0g-b 7%6|ZSsY y[C1cm#]hjFv.oA.H i \_FM TXgPmht}&K]Y2le1x-0CJ rg|kNpxXp_ #G7dS_Q`1RsBSevHAm-:&^~t /GS2 gs 0 0 m -0.844 0 l h 0 0 m /CropBox [ 0 0 612 792 ] -1.923 -0.738 -1.023 0.443 0.052 0.443 c 1.83 -0.993 l Therefore, the number of times a line is exercised may vary. Q -0.003 Tc >> 1.996 0.058 2.248 -0.352 2.248 -0.903 c 0.276 -2.039 0 -1.73 0 -1.245 c /T1_5 109 0 R q 0.276 -2.039 0 -1.73 0 -1.246 c -0.582 0.198 -1.007 0.313 -1.702 0.313 c q /ExtGState << /Font << h 0 0 m 0.553 -1.56 l 1.49 -0.913 1.616 -0.662 1.616 -0.389 c 1 0 0 1 276.4102 360.2191 cm revision of AWWA Standard C600, C901 and C902 plus the additional requirements of the Department of Health, and WWS. /ColorSpace << -1.29 1.617 -1.815 0.979 -1.815 -0.114 c /Contents 101 0 R 0 1.39 l /CS0 66 0 R 0 g /MediaBox [ 0 0 612 792 ] >> BT 468 0 l 0 0 m 0 -7.303 l 2.936 1.262 l "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.". 0.646 -2.377 l 2.316 1.477 2.45 1.994 2.45 2.289 c h 6.111 0 Td 4.255 -4 5.658 -2.326 5.658 -0.227 c /Annots [ 18 0 R ] -1.461 4.084 l /ColorSpace << Fill the line at the lowest possible location while providing an air release at the highest location. >> (\031) Tj 0.637 -2.448 l -0.195 0.066 -0.337 0.104 -0.57 0.104 c 4.27 9.186 4.869 8.817 5.097 8.595 c /T1_1 49 0 R -0.76 -1.526 -0.504 -1.464 -0.504 -1.227 c endobj 0.972 -0.664 0.62 0 0 0 c -0.248 0.871 0 0.457 0 0 c /Annots [ 18 0 R ] 1.307 -0.642 l h 2.241 -0.638 1.787 -0.894 1.206 -0.894 c q 0 3.462 l 0.01 Tw 0 0.465 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. 0.013 Tc 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. 485 0 obj <>/Encrypt 470 0 R/Filter/FlateDecode/ID[<04A80A15CDD3184792EEFAD82944636F>]/Index[469 27]/Info 468 0 R/Length 82/Prev 74489/Root 471 0 R/Size 496/Type/XRef/W[1 2 1]>>stream [ <85860f0e1911050f060f0d0c19048f8f8d0d> 15 <1011051987880c11197f1601> 50 <197f16141602> ] TJ Definitionsdefinesany technicalterms 0.104 0 0.024 0 scn -4.807 1.007 -3.432 1.702 -1.943 1.702 c Crews have worked long hours to meet deadlines and are anticipating the end of the project. /T1_2 29 0 R Explanation: Defineswhat an AWWA Standard is and what it covers. -1.079 -1.136 -0.865 -1.483 -0.418 -1.483 c -0.482 5.607 m American National Standards Institute accreditation of AWWA Standards is your additional assurance of excellence. 1.659 2.652 l 1.317 -2.652 l 0.56 0.732 0.228 0.661 -0.019 0.547 c f 1 0 0 1 203.22459 682.4324 cm -0.006 Tw 6.977 -1.985 l It is important to isolate the new line for pressure testing as well as allowing the new line to be properly chlorinated and bacteria tested prior to connection with a service line. h 0 -0.863 l -1.511 0.808 m 3.602 -3.83 l AWWA - C605 - Underground Installation of Polyvinyl - GlobalSpec 0.001 0.098 m (1.079 L/day/km/mm) of nominal diameter at a, Do not sell or share my personal information. &HM50ztvv{>4cF`E)%i+zL!, Q&mR@T-}^J&-/G MAXIMUM TEST PRESSURE = PIPE'S PRESSURE CLASS /C2_0 39 0 R Note the statement from the ANSI/AWWA C600 Installation Guide for Ductile-Iron Mains and Their Appurtenances: We recommend using hydrostatic test procedures for all water lines if possible. */XYrw{' .H Y ==2* sY+J]q( 6v. 1.407 -1.118 l /TT0 60 0 R Find decades of Ductile iron expertise with installation guides, videos, tip sheets, training resources, and more in our Learning Center. 1.897 -0.333 1.768 -0.77 1.279 -0.77 c 1.901 -7.304 l 0.813 -0.052 1.083 0.058 1.416 0.058 c