Q -2.822 -1.659 0.482 -0.922 0.482 -3.56 c -0.964 3.177 m II). At the, conclusion of the pressure test, the corporation cocks shall be removed and plugged. /T1_1 34 0 R h h -2.601 -3.425 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 /GS3 63 0 R 13.898 0 l 0 0 m 0 0 m /Rotate 0 /Parent 1 0 R f 1.9 -7.091 l -1.757 -7.975 l /MediaBox [ 0 0 612 792 ] 1.901 -4.027 2.07 -4.609 2.794 -4.609 c -0.238 -1.483 -0.039 -1.417 0.071 -1.369 c Duration of the test is two hours. 0.403 -3.367 0.972 -2.658 0.972 -1.565 c 1 0 0 1 349.4077 372.07069 cm V. Verification includesmaterial tests and manufacturing processes to ensure product quality -3.999 -5.899 -5.204 -4.268 -5.204 -2.042 c -0.021 Tw f [ <080b0b1107060f1011190504061103191e0d> 15 <10> 60 <02191401> 50 <197f16141602> ] TJ /TrimBox [ 0 0 612 792 ] 1.34 -1.483 1.34 -1.645 1.364 -1.773 c 1.9 0 l h 0 0 m 1.887 0.424 1.578 0.732 0.832 0.732 c f /ColorSpace << /Type /Action q Q Definitionsdefinesany technicalterms 1.9 -6.254 l 21.6 72 576 36 re q 78 663.585 150.026 74.415 re /T1_3 69 0 R 6.778 -10.636 l Installation of Ductile-Iron Mains and Their Appurtenances 1 0 0 1 314.4575 377.6781 cm h 4.1.1.3 The hydrostatic test shall be of at least a 2-h duration. AWWA C600 Pdf Free Download - Pdf Keg /ExtGState << /TT0 60 0 R f Slow fill the line. h endobj 6.111 0 Td 1 0 0 1 271.1812 368.51601 cm /Type /Annot 1 0 0 1 323.9854 372.07069 cm endstream endobj 250 0 obj <>>>/Resources 261 0 R/Subtype/Form>>stream 5.985 0 Td q 2.325 0.76 l /Resources << 0 0 m 0.646 -2.377 l -1.107 -1.992 -1.355 -1.949 -1.588 -1.887 c 4.41 -2.269 4.41 -1.305 3.318 -1.305 c -1.611 0.337 -1.15 0.57 -0.651 0.57 c Submit the following in accordance with Section 01300 Submittals: - 1. Q f 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." -1.341 -1.977 -1.745 -1.431 -1.745 -0.685 c S >> /Pages 1 0 R These piping systems often contain components made from other materials. endobj 3.135 -4.608 3.461 -4.538 3.659 -4.409 c 10.721 -7.303 l -0.023 Tw /Resources << 0 0 m AWWA C600 - Installation of Ductile-Iron Mains and Their - GlobalSpec 1.153 -0.993 l Q Q Q q 4.68 0.056 4.666 0.61 4.666 1.347 c 1.901 -7.304 l 1 0 0 1 144.24471 688.50121 cm -0.326 3.645 -1.986 2.183 -1.986 -0.227 c BT Adobe InDesign CC 2017 (Windows) -0.114 0.052 -0.238 0.09 -0.433 0.09 c -1.985 -2.325 -0.582 -3.999 1.829 -3.999 c >> -1.29 1.617 -1.815 0.978 -1.815 -0.113 c Q 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. /GS2 63 0 R h -1.35 -1.464 -1.141 -1.526 -0.922 -1.526 c 1.776 -1.599 l >> -4.623 -4.07 l 4.779 -2.113 l /T1_0 34 0 R /ColorSpace << 18.046 -39.6 l /GS1 65 0 R 2.212 -2.186 2.708 -1.698 3.008 -1.182 c -1.076 -1.25 Td III. /ColorSpace << >> /TrimBox [ 0 0 612 792 ] 3.673 -1.22 3.29 -2.524 1.829 -2.524 c 0.613 -0.332 l 0 0 m The Contractor shall submit a test report which includes the following -2.233 -9.216 -3.081 -8.404 -3.081 -6.985 c -2.601 -3.425 l 3.02 -1.021 l uuid:30eca241-7de2-456d-bac9-3192a24bd32d The following blog is a blue print, which, if followed, will lead to a successful hydrostatic testing of a water line using ductile iron pipe. 0 Tc h /GS2 gs Two to four psi is all that is required for an air test. f f f 3.928 -7.913 l 2.61 0 l -0.941 -2.422 -1.013 -2.895 -1.013 -3.485 c 0.956 -0.261 l Q 0.323 -0.69 0.747 -0.642 1.031 -0.642 c Files -1.986 -2.326 -0.581 -4 1.829 -4 c -1.592 -3.574 -1.923 -2.88 -1.923 -2.2 c 0.637 0 l 0.617 0.954 m 1 0 0 1 306.67239 348.745 cm Installations that require special attention, techniques, and. 1.383 -0.57 1.268 -0.551 1.155 -0.551 c /Border [ 0 0 0 ] <>/XObject<>/ProcSet[/PDF/Text/ImageB/ImageC/ImageI] >>/MediaBox[ 0 0 612 792] /Contents 4 0 R/Group<>/Tabs/S/StructParents 0>> /Rotate 0 h 4.254 -3.999 5.658 -2.325 5.658 -0.227 c Cookie Preferences S 0.103 -1.802 -0.279 -1.788 -0.703 -1.788 c 1 0 0 1 273.2827 349.7504 cm 1.773 0 l n f -0.11 -0.523 -0.285 -0.737 -0.285 -1.103 c -15.561 -8.879 -11.818 -12.623 -7.197 -12.625 c 5.049 1.248 4.283 3.105 1.574 3.105 c 0 3.462 l -15.094 -1.221 -15.561 -2.749 -15.561 -4.258 c -0.312 -1.058 l -1.706 -1.418 l 4.737 -1.545 4.708 -1.035 4.694 -0.482 c -1.964 -1.462 l h -0.713 2.585 -0.082 3.19 0.434 3.19 c 1.246 -1.982 l f 0 0 m h h 3.379 -2.652 l 1.887 0.423 1.578 0.732 0.832 0.732 c /CropBox [ 0 0 612 792 ] 0.813 -0.052 1.083 0.057 1.417 0.057 c -4.325 -3.829 l f 377.597 384 m 0 0 m /Type /Pages /CropBox [ 0 0 612 792 ] /TT0 60 0 R 1 0 0 1 281.8047 359.5443 cm << q Q /BleedBox [ 0 0 612 792 ] /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] 44.625 0 Td 4.68 0.057 4.666 0.61 4.666 1.347 c What Are the Pressure Requirements for Pipe Testing? /Annots [ 18 0 R ] 0.33 -0.761 0.685 -1.294 1.561 -1.294 c 4.435 6.897 l stream 0.181 0.371 l -0.761 -1.526 -0.504 -1.464 -0.504 -1.227 c 258 384 l AWWA C600-10 Installation of Ductile-Iron Mains and Their Appurtenances Downloading: Allowed Max downloads:5 This standard describes installation procedures for ductile-iron mains and their appurtenances for potable water, wastewater, and reclaimed water. q /Annots [ 18 0 R ] q << <0e1e> Tj 0.774 3.679 l q 0 0 m /ProcSet [ /PDF /ImageI /Text /ImageC /ImageB ] /ColorSpace << /T1_5 47 0 R >> L/6wqk0'*YVGRhZp--/-Pbhsu).riZ*s{JWDVy?lF0 .Q^ n 133.566 674.207 1.9 -1.815 re 0.193 -0.704 0.216 -0.771 0.216 -0.904 c 0 g -0.285 -1.569 0.138 -1.83 0.57 -1.83 c 0.641 0.709 0.372 0.576 0 0 c endstream endobj 173 0 obj <> endobj 174 0 obj <> endobj 175 0 obj <>stream 2.41 3.971 2.935 3.574 2.935 2.397 c -0.71 -3.425 l 0 0 m 0 Tw [ (\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 Laying 1. . 0 0 m -0.249 -1.182 -0.155 -1.33 0.372 -1.418 c 377.193 341.924 -118.386 41.253 re 24.092 -39.6 l 1.302 -0.863 0.793 -0.863 0.628 -0.863 c >> Installers may, at times, have a misconception that water lines do not move because of earth loads of six to eight feet, for example. -2.98 3.848 -3.797 1.905 -4.824 0 c /F1 54 0 R Location: Water transmission lines s hall be located and sized in accordance . -2.595 -9.083 l /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] 0 0 m Adobe InDesign CC 2017 (Windows) 0.499 -1.364 0.323 -1.273 0.323 -1.065 c 0 Tc 0 0 m 0.254 0 l >> -2.212 0.312 -2.822 0.128 -2.822 -0.496 c q -1.815 -3.148 -0.411 -4.539 2 -4.539 c 3.389 -2.652 l 4.779 -2.113 l /CropBox [ 0 0 612 792 ] 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 1.83 -0.993 l 2.936 1.262 l 606 Testing and Inspections A. 0 Tc Considering the allowable make-up water may alleviate this issue. >> -0.279 2.333 -0.641 2.023 -0.982 1.595 c Standards | American Water Works Association 0 0 m 1 0 obj %PDF-1.3 Documentsincludes anyreferenced papers /T1_0 1 Tf /Rotate 0 endobj -2.283 -1.599 l Today, there are more than 190 AWWA Standards. 1 0 0 1 274.2681 377.6796 cm B. h American Water Works Association works closely with government officials on policy and advocacy in the water industry. f 0.086 0.978 0.624 1.716 1.687 1.716 c 3.318 -6.027 2.879 -6.084 2.312 -6.084 c -1.799 -8.123 -1.809 -8.3 -1.727 -8.3 c -0.741 0.104 -0.946 0.043 -0.946 -0.167 c 2.499 1.307 -1.51 0.292 -1.51 3.781 c /GS0 62 0 R (\031\202) Tj 0.327 -1.024 0.327 -1.007 0.319 -0.866 c f 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. >> /ColorSpace << 0.637 -2.448 l /ExtGState << 0.161 -1.763 -0.347 -1.992 -0.865 -1.992 c 3.134 -4.609 3.46 -4.538 3.659 -4.411 c 2 0 obj -0.237 -0.133 -0.504 -0.247 -0.813 -0.247 c 0.276 -2.039 0 -1.73 0 -1.245 c There is also a benefit to documented standards compared to word-of-mouth training. 1 0 0 1 215.36369 689.2394 cm 0.575 -0.555 l /Rotate 0 1.611 -1.141 l 0.5 w -0.589 1.383 -0.447 1.117 -0.428 0.808 c Pop both balloons. [ <16> -75 <16> -37 <02> -52 (\203) -60 <7f> -54 <17> -49 <0284> -32 (\216) -73 (\216) -33 (\204) ] TJ 4.736 -1.546 4.708 -1.035 4.694 -0.483 c /C2_0 39 0 R 0 0 m 1.887 -0.299 l f 1.827 -3.997 l 4.187 0.266 3.246 -1.034 1.809 -1.034 c 0.566 0 l /BleedBox [ 0 0 612 792 ] -1.461 4.084 l -0.695 3.105 -1.815 1.361 -1.815 -0.751 c 2.199 -1.304 1.901 -2.793 1.901 -3.73 c Continue to grow your professional development through American Water Works Association. 0 0 m 3.929 -7.913 l Q q /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] /CropBox [ 0 0 612 792 ] 2.61 0 l 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. 2.139 1.284 m 0 -0.703 0.47 -1.264 1.279 -1.264 c -1.816 -1.503 -0.554 -2.283 0.738 -2.283 c 3.143 2.156 3.06 1.698 2.978 1.358 c /C2_0 39 0 R 2.512 5.607 l f /T1_3 94 0 R /MediaBox [ 0 0 612 792 ] /Type /Page Q 0 1.391 l 8.765 -9.898 l h 1 0 0 1 266.0005 347.81531 cm -0.341 6.572 l Contact Us, McWane Ductile product engineers or sales representatives, ANSI/AWWA C600 Installation Guide for Ductile-Iron Mains and Their Appurtenances. 0.31 -5.509 -0.269 -4.829 -0.848 -4.342 c q 1.126 -8.152 0.01 -9.216 -1.148 -9.216 c Access the online platform, envoi, for standards, manuals and more. Q f /GS2 63 0 R -0.844 30.063 l 2.272 -3.565 l h /GS0 62 0 R 1.341 -1.482 1.341 -1.644 1.364 -1.773 c 1 0 0 1 353.1221 349.7348 cm Join water professionals from all over at AWWA's conferences and learn about the different online courses AWWA offers. q /BleedBox [ 0 0 612 792 ] -6.046 0 l -2.269 -4.553 -1.503 -4.367 -1.503 -3.659 c -2.283 7.434 m 278.967 351.319 0.637 -0.608 re hbbd``b`$/ H~,@9j n "t@(@1b``$ y@4 0 0 m -0.626 -0.291 -0.356 0 0 0 c 5.957 0.171 6.708 -1.049 6.708 -2.694 c 0.709 5.361 -0.283 5.148 -1.021 4.807 c [ (\037) 70 (\036) -65 (\036) 56 (\037\035\034) -5 (\033) -3 (\032) -6 (\031) -3 (\030) -18 (\032) -4 <17> -1 (\030) ] TJ Each AWWA Standard is developed by a dedicated volunteer committee and is subjected to a rigorous formal approval process. Approved by American National Standards Institute Feb. 9, 1994. x;i ?f@ v{0o>p$$'$DUWW]OC>&]oMpu{}k?#yUDM=/!Y.e'gE.WJ-eHr\eOr%2]\5\@? /GS2 gs 116.791 671.059 1.9 -7.304 re << -0.031 0.532 0.052 1.27 0.186 1.713 c 3.602 -3.829 l -2.285 -1.329 -2.605 -2.525 -2.636 -3.663 c 1.901 3.461 l 0.298 -5.658 l -0.34 0.156 -0.709 0.27 -1.29 0.27 c xmp.did:1c4714f5-eb15-8f40-9b40-cde12344e46e h The dangers of compressed air cannot be over emphasized. q xmp.id:aed345ab-73fa-5f4a-b0b4-cf6ed22bbb08 q /Font << WKZTxNd/_" .;AP*G q [ (Copyright\040) -1 (\251\0402011\040American\040Water\040Works\040Association\056\040All\040Rights\040Reserved\056) ] TJ 0 2.004 l /CS0 66 0 R /Type /XObject /T1_2 80 0 R 0 1.16 l Q /GS1 65 0 R 2.794 0 l 1.892 -1.045 1.887 -0.861 1.887 -0.613 c /Height 122 -0.006 Tw /T1_0 34 0 R 6.949 -1.985 l 0.383 -2.524 0 -1.205 0 0 c endobj 1 0 0 1 270.791 354.5668 cm /TT0 60 0 R 4.779 -2.114 l 10.083 -7.913 l -0.465 -3.131 l Delivery covershow the product can be packaged, marked, and shipped. 1 0 0 1 166.1125 684.5168 cm 1.477 -0.76 1.477 -0.437 1.112 -0.437 c 0 0 0 1 K /A << 1.092 2.397 0.156 2.326 -0.567 1.971 c >> Click here to purchase the full version from the ANSI store. These procedures should not be applied for air-pressure testing because of the serious safety hazards involved with compressed air. PDF Minimum Installation and Testing Requirements - Broward County, Florida 0 -10.636 l >> 1.44 -0.603 l 2.426 -0.156 3.234 0.171 4.226 0.171 c 1 0 0 1 278.43021 349.7357 cm Water temperature is not typically a huge factor during hydrostatic testing but must be considered at times. Fromdesign to installation, we take great pride in providing education and trainingto water professionals throughout the water and waste water industry. Q 1.202 0.465 l 0 0 m Q /TT0 60 0 R from application/x-indesign to application/pdf /CropBox [ 0 0 612 792 ] /T1_1 55 0 R 1.05 -1.545 1.16 -1.521 1.226 -1.478 c -3.422 -2.836 -3.018 -1.152 -2.109 0.015 c 1 0 0 1 78 622.85091 cm f h 0 -2.448 l Q >> q endstream /C2_0 39 0 R -0.742 0.104 -0.946 0.043 -0.946 -0.167 c -0.013 Tw -0.582 0.198 -1.007 0.313 -1.702 0.313 c >> It is good practice to allow the system to stabilize at the. 0.021 Tc -0.429 -2.827 -1.251 -1.97 -1.251 -0.937 c 0.323 -0.689 0.746 -0.642 1.031 -0.642 c It may be necessary to supplement this standard with special requirements not included in this standard (see foreword, Sec. -1.108 -1.992 -1.355 -1.949 -1.587 -1.887 c f -0.238 -0.133 -0.504 -0.247 -0.813 -0.247 c 0.799 3.679 l /TrimBox [ 0 0 612 792 ] h Q The Council has grown from five to 24 members, with nearly 1,600 volunteer subject matter experts serving on 72 committees. -1.023 -3.043 -1.303 -2.999 -1.209 -2.658 c h AWWA C600-10 Installation of Ductile-Iron Mains and 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The same information may also be obtained in seconds via the McWane Ductile Pocket Engineer. /CropBox [ 0 0 612 792 ] -2.295 -4.697 -2.357 -4.578 -2.336 -4.46 c 5.957 0.17 6.708 -1.049 6.708 -2.694 c 0 0 m 0.018 Tc 3.077 2.17 3.673 1.12 3.673 0 c Allowing all the air to vent and adequate time for any water absorption in the cement lining are beneficial. 3.957 -7.913 l -2.283 7.434 m 4.149 0.165 3.527 -0.634 2.639 -0.964 c 18.046 -39.6 l >> (\031) Tj 1.407 -1.118 l 0.637 -2.448 l -0.018 Tw Conditions not discussed. 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 Q 16 0 obj /Rotate 0 /GS0 62 0 R j@z*f)-=eG@d`\Cpht4sA sg7.r{.d`@%,/!|Fy 8{ 1.716 -1.659 l 2.595 -0.576 3.442 0.029 3.442 1.506 c 1.688 0 l 1 0 0 1 178.9321 685.90669 cm ANSI/AWWA C600 Installation Guide for Ductile-Iron Mains and Their Appurtenances. /CS0 66 0 R Awwa C600 Testing Requirements 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develop or update an AWWA Standard. 5.644 0 l 1 0 0 1 123.3138 684.3322 cm 0.613 -0.333 l /GS0 62 0 R >> /GS2 gs /Font << f 0 -0.458 -0.228 -0.93 -0.548 -0.93 c -5.216 -2.977 -3.961 -4.231 -2.412 -4.232 c -0.946 -0.556 0.162 -0.309 0.162 -1.193 c 0.482 -5.262 -1.036 -5.942 -2.581 -5.942 c 4.44 -3.425 l 4.952 8.226 4.817 7.399 4.714 6.882 c 114.677 685.907 1.901 -7.303 re 0.162 -1.764 -0.347 -1.992 -0.865 -1.992 c 1 0 0 1 268.6958 377.6796 cm %PDF-1.5 AWWA is the voice of water in the nation's capital. /C2_0 39 0 R endobj BT Effective Date: April 12, 2022 . subsqueous Crossings -2.026 0 l Understanding testing factors during design will enable the water professional to prepare for obstacles that may arise during the testing process. 8.075 -13.273 l 0.248 1.787 0.352 1.787 0.403 1.684 c f T* Direct any of your questions related to technical and operational information to our Engineering & Technical Services Department. << DRAWN DESIGN DATE REV TRUCKEE MEADOWS WATER AUTHORITY 7/2011 2ND ENGINEERING & CONSTRUCTION STANDARDS 1.336 -1.407 l 0 Tc Unknown V} 8(cc*^b @"'vNz5rpI{UyIK g[;lH)F7k+& .O{tY~ K`L"N2G. h Approved by American National Standards Institute Sept. 2, 2010. 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Installation of Ductile-Iron Water Mains and Their Appurtenances. >> f h Sitemap Also, pipelines intended for buried service should generally be tested with the backfill in place. >> 1.307 -0.642 l -2.822 -1.659 0.482 -0.922 0.482 -3.56 c 1.644 -0.841 0.62 -1.58 -0.869 -2.171 c 1 0 0 1 327.7314 352.80611 cm 1 0 obj 0.006 Tc <>>> h /TrimBox [ 0 0 612 792 ] [ <15> 17 <14> 22 <131c> -4 (\031\032) 29 <12> 11 <11> 34 (\037) 10 <10> 19 (\030) 31 (\036) 13 <17> ] TJ 0 -7.304 l 4.331 0 Td 0.631 -1.832 l Q Section 330505.31 - Hydrostatic Testing - Cfpua /TrimBox [ 0 0 612 792 ] /Annots [ 18 0 R ] -0.304 0.585 -0.119 0.556 0.057 0.504 c /T1_3 85 0 R -1.29 1.617 -1.816 0.978 -1.816 -0.113 c default f /T1_2 29 0 R Q [ <15> 6 <11> -4 <100f> -5 <1015> 1 (\033) -12 <10> -15 <12> ] TJ 0 0 m Duration of the test is two hours. 2017-06-12T13:26:24-06:00 /GS2 gs -1.924 -0.738 -1.024 0.443 0.051 0.443 c -0.326 3.645 -1.985 2.183 -1.985 -0.227 c 1.459 0 l /Type /Page /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] 1.911 -1.583 1.901 -1.412 1.896 -1.226 c << -1.026 1.903 -1.845 3.848 -2.398 5.659 c q -0.844 0 l 1.81 -3.118 2.798 -2.148 2.798 -0.937 c /T1_0 105 0 R American Water Works Association Q 1.17 1.284 l -1.686 -4.859 -2.295 -5.657 -2.295 -6.941 c q -1.403 1.391 l /T1_3 85 0 R AWWA "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.". -0.145 -4.327 0.114 -4.032 0.569 -3.47 c /ExtGState << 0.556 1.298 0 0.808 0 0 c 1 0 0 1 273.32471 354.7758 cm 1.112 -2.02 0.965 -2.039 0.775 -2.039 c q 0 7 0 obj -1.686 -4.859 -2.295 -5.657 -2.295 -6.941 c [ <85860f0e1911050f060f0d0c19048f8f8d0d> 15 <1011051987880c11197f1601> 50 <197f16141602> ] TJ /T1_1 74 0 R Service Taps 0.637 -1.35 0.694 -1.545 0.936 -1.545 c -0.255 -5.829 -0.822 -5.899 -1.603 -5.899 c 1.773 -1.021 l 5.191 -9.898 l f /CropBox [ 0 0 612 792 ] 1.092 2.397 0.156 2.326 -0.567 1.971 c 0 -1.148 l /F1 54 0 R 1.903 0 l -2.893 0 l 1.654 7.591 l 1.651 -2.205 l 1 0 0 1 288.07761 355.2411 cm >> -2.269 -4.551 -1.503 -4.368 -1.503 -3.659 c 469 0 obj <> endobj 4.368 -10.636 l 1.716 -1.659 l 24 0 0 24 377.0017 600.3509 Tm /T1_4 1 Tf /ExtGState << -0.709 -4.424 -0.114 -4.225 0.212 -4.084 c 19 0 obj PDF/X-1a:2001 1.649 2.652 l /ExtGState << Internal pressure will decrease as water temperatures decrease-to the point when the fluid begins to freeze, which then creates a substantial issue. q 1.316 -2.652 l 0 g 2.248 -2.448 l 1.901 -4.027 2.071 -4.608 2.794 -4.608 c 6.708 -7.304 l 2.933 0 Td -3.304 -5.942 -4.042 -5.814 -4.736 -5.629 c -2.893 0 l 1 0 0 1 342.3291 356.95641 cm -0.499 -0.713 -0.232 -0.646 0 -0.518 c -2.657 -4.401 -2.44 -4.623 -2.191 -4.623 c -0.003 Tc 0.86 -1.83 1.179 -1.677 1.326 -1.407 c -0.755 -0.059 -0.734 0.384 -1.075 0.384 c 2.624 -9.898 l 0 1.121 1.262 1.263 2.113 1.263 c /TrimBox [ 0 0 612 792 ] /ExtGState << BT -0.238 -1.483 -0.038 -1.416 0.071 -1.369 c (\221\221) Tj 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. 0.214 0.162 0.485 0.266 0.756 0.266 c 0.666 0.076 m From the initial standards covering pipes, water meters and steel water storage tanks, AWWA volunteers have guided the expansion of the standards program. 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