1.05 -1.545 1.159 -1.522 1.227 -1.478 c examined carefully during the test. 3.792 -3.318 l -0.304 0.585 -0.119 0.556 0.057 0.504 c 4 M /GS2 gs /Kids [ 3 0 R 4 0 R 5 0 R 6 0 R 7 0 R 8 0 R 9 0 R 10 0 R 11 0 R 12 0 R 13 0 R 14 0 R 15 0 R ] -0.01 Tc 1.203 0.465 l Pages 11-11. 2.338 -0.665 l 0 0 m /MediaBox [ 0 0 612 792 ] 0 Tc 0.803 -0.042 1.093 0.057 1.331 0.057 c /T1_2 85 0 R 1 0 0 1 187.5118 688.50121 cm American National Standards Institute accreditation of AWWA Standards is your additional assurance of excellence. 0 0 m /GS2 63 0 R HWN$7 0.403 -3.367 0.972 -2.658 0.972 -1.565 c h Q 1 0 0 1 366.19099 370.244 cm /CS0 66 0 R Direct any of your questions related to technical and operational information to our Engineering & Technical Services Department. -2.283 -1.599 l 1 0 0 1 0 684 cm /TrimBox [ 0 0 612 792 ] 1.44 -0.603 l /T1_2 1 Tf q 3.588 0 l 3.021 -4.539 3.815 -4.34 4.51 -3.957 c <> -2.295 -8.226 -1.706 -8.773 -1.106 -8.773 c 0 -0.458 -0.228 -0.93 -0.548 -0.93 c f 6.311 -7.303 l 8.765 -9.898 l /T1_0 1 Tf This includes material selection, testing methods and procedures, inspection requirements, and record keeping. 0 0 0 1 K h 2.198 -1.305 1.9 -2.794 1.9 -3.729 c h -5.204 0.071 -3.957 1.745 -1.673 1.745 c /CS0 66 0 R 2 w endstream endobj 173 0 obj <> endobj 174 0 obj <> endobj 175 0 obj <>stream q f -1.108 -1.992 -1.354 -1.949 -1.587 -1.887 c h -4.808 1.007 -3.432 1.702 -1.943 1.702 c 1.892 -1.045 1.887 -0.861 1.887 -0.613 c 4.68 0.056 4.666 0.61 4.666 1.347 c Water temperature is not typically a huge factor during hydrostatic testing but must be considered at times. /CropBox [ 0 0 612 792 ] 0.637 -1.141 l 1.925 -1.773 l /T1_0 34 0 R 3.593 -2.448 l 2.044 3.318 l << q 1.611 -2.448 l 0 -0.704 0.47 -1.265 1.279 -1.265 c /Type /Page /TT0 60 0 R 0.565 -0.556 l /ExtGState << Adobe PDF Library 15.0 0.019 Tc All rights reserved. << endobj 0.012 Tc h 3.134 -4.609 3.46 -4.538 3.659 -4.411 c 2.931 6.343 4.072 5.481 4.466 4.352 c 0.94 -0.207 1.023 0.237 1.023 0.37 c -0.002 Tc 4.529 -4.859 l xmp.did:1c4714f5-eb15-8f40-9b40-cde12344e46e 1.644 0.281 m h /T1_3 1 Tf Volume 29, Issue 3. -1.085 -1.788 -1.499 -1.802 -1.964 -1.832 c PDF HYDROSTATIC TESTING OF WATER MAINS - Whitinsville Water Company Approved by American National Standards Institute Feb. 14, 2017. q Today, there are more than 190 AWWA Standards. -1.096 -1.25 Td Let's be perfectly clear: An air test is absolutely not the same as a hydro test. /Type /Page 1 0 0 1 84.4866 682.4324 cm /GS2 gs h -1.079 -1.136 -0.865 -1.483 -0.418 -1.483 c /T1_3 85 0 R 1.688 0 l AWWA C600 Pdf Free Download - Pdf Keg 3.021 -1.021 l A pressure relief valve is to be set at five psi max to prevent over pressurizing. 4.808 -3.403 l H{\O.j\J7Sv%J a0tOH=LRbl YQ_hm -]}I-Y\ >>^JTj -3.063 5.68 -5.504 11.484 -7.157 16.887 c 1.716 -1.659 l 0.879 -3.318 l >> 0.566 0 l 0.594 0 l 1.611 -0.841 1.607 -0.437 1.197 -0.437 c hbbd``b`@ U,OT aH11012X10 30 )~ -1.085 -1.788 -1.499 -1.802 -1.964 -1.832 c First edition approved by AWWA Board of Directors May 8, 1977. -0.025 Tc Q %PDF-1.5 % /BleedBox [ 0 0 612 792 ] 1.065 -1.034 0.352 -0.709 0 0 c 0.637 -3.565 l Q 1.383 -0.57 1.269 -0.55 1.155 -0.55 c "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.". 6.046 0 l >> endobj -0.109 -0.522 -0.285 -0.736 -0.285 -1.103 c 6.3 Special Service Requirements, 70 References, 71 . 3.021 -4.539 3.815 -4.34 4.509 -3.957 c 1 0 0 1 314.4575 377.6781 cm 0.214 0.162 0.485 0.266 0.756 0.266 c 1.17 1.284 l 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. 0.072 -4.829 -0.517 -5.066 -0.951 -5.066 c /Length 6067 /T1_1 55 0 R 1 0 0 1 288.61079 350.26311 cm 0.604 -0.328 0.866 0.058 1.246 0.058 c /BleedBox [ 0 0 612 792 ] Q 0.561 0.732 0.228 0.661 -0.019 0.547 c Files h 1.697 0.803 1.896 0.451 1.896 0.076 c /Parent 1 0 R f f Q 1.654 7.591 l f 0 Tc These AWWA Standards address all facets of water treatment and delivery. 0.637 -2.448 l 0 Tw -0.742 0.104 -0.946 0.043 -0.946 -0.167 c /Type /Page -3.05 -5.362 -3.422 -4.933 -3.422 -3.796 c /GS2 gs Attention to detail is of the utmost importance: Anyone who has searched for a leak will attest to the importance of proper installation. [ <0c> -6 <10> -10 <11> -11 (\215) 45 <011918> -14 (\214\031\202) -21 <16> -12 <7f> -5 (\216) -16 <0a> -62 <15> -31 (\216) -16 <16> -19 (\203) -17 (\202\031) ] TJ /Rotate 0 1.611 -1.141 l 5 0 obj 1.05 -1.545 1.16 -1.521 1.226 -1.478 c -6.382 -3.83 m HLN0y 1.801 -1.021 l 0 0 m 1 0 0 1 278.43021 349.7357 cm 1.015 4.593 0.622 4.352 0.622 3.832 c <>/XObject<>/ProcSet[/PDF/Text/ImageB/ImageC/ImageI] >>/MediaBox[ 0 0 612 792] /Contents 4 0 R/Group<>/Tabs/S/StructParents 0>> This standard covers the minimum requirements for the installation of ductile-iron water mains and their appurtenances, including materials, dimensions, tolerances, and testing procedures. 0.181 0.371 l -1.985 -2.325 -0.582 -3.999 1.829 -3.999 c Valves shall, not be operated in either the opening or closing direction at differential pressures, above the rated pressure. 5.645 0 l /CropBox [ 0 0 612 792 ] 1 0 0 1 86.1451 738.00011 cm -1.023 -3.043 -1.303 -2.999 -1.209 -2.658 c 2.026 0 l 0.346 -1.058 l 3.442 2.599 2.957 3.205 2.409 3.825 c /Contents 79 0 R 2.411 4.123 2.068 4.593 1.408 4.593 c /ExtGState << q . 0 14.772 l >> /GS1 65 0 R BT [ <0f> 2 (\033) -26 (\031) -9 (\036) -4 <1d171b> -26 (\036) 15 <0e170d> -9 <0c> 16 <12> 2 (\031) -9 <1017> ] TJ -1.612 0.337 -1.15 0.57 -0.651 0.57 c A "known value" container such as a quart jar or incremented gallon bucket may be used to refill the original supply source. /Annots [ 18 0 R ] 0.646 -2.377 l h -0.285 -1.569 0.138 -1.83 0.57 -1.83 c 0 0 m /TrimBox [ 0 0 612 792 ] 1 0 0 1 348.2222 356.95641 cm /Resources << IG,8,1K$%4O_f[Gm7{[/=)wO xs?2QR(6e+qP! 1 0 obj /T1_2 29 0 R 1 0 0 1 284.22411 360.2191 cm 4.149 -5.353 l 1.131 0.266 1.307 0.133 1.307 -0.262 c 0.665 0.076 m 0 -5.353 l Tj (Revision of ANSI/AWWA C600-10) AWWA Standard Installation of Ductile-Iron Mains and Their Appurtenances Effective date: July 1, 2017. 1 0 0 1 306.67239 348.745 cm AWWA can help utility managers, engineers, operators and more continue to improve their professional development. >> 0 -2.448 l 0 0 m R`aRRpYk}9As\wq:]~%&OZWT 4/2ppZ~'OXjspOSQ hStk+xFUu;WAY[U'@ GXT ]FYHIUjr9! 0.603 -0.328 0.865 0.057 1.245 0.057 c /CropBox [ 0 0 612 792 ] f -1.986 -2.325 -0.582 -3.999 1.829 -3.999 c adobe:docid:indd:5cad130e-228d-11dd-b753-bc3d6c84f515 /CS0 66 0 R 1.336 -1.407 l BT 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. f /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] /Font << 0 0 m 4.707 -1.839 3.185 -3.044 1.408 -3.044 c q -0.115 0.052 -0.238 0.09 -0.433 0.09 c 1.074 -1.278 0.922 -1.364 0.728 -1.364 c 4.297 -1.801 l 0 0 0.77 rg -0.006 Tw /T1_4 85 0 R Q BT 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. 4.41 -2.95 l 1 0 0 1 145.5631 671.0585 cm >> Q /T1_4 49 0 R h True -3.999 -5.9 -5.204 -4.268 -5.204 -2.042 c 1 0 0 1 266.0005 357.77139 cm 1 0 0 1 336.064 349.7348 cm /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] 3.389 -2.652 l f /ColorSpace << f % Q %%EOF /Font << h -1.799 -8.123 -1.809 -8.3 -1.727 -8.3 c Q 4 M If there is a conflict between the two the more conservative shall apply. -1.986 -0.227 m 1 0 0 1 323.9854 372.07069 cm f >> Much time, effort, and care have been expended installing a water line. Q 0.042 2.185 0.042 2.333 -0.041 2.333 c -0.548 -7.222 -0.496 -7.325 -0.496 -7.458 c 278.259 361.275 0.637 -0.608 re proof:pdf Laying 1. . << q This includes products that comply with ANSI*/AWWA C900, ANSI/AWWA C907, or ANSI/AWWA C909. The same information may also be obtained in seconds via the McWane Ductile Pocket Engineer. /GS1 65 0 R The purpose of this standard is to provide the minimum requirements for the materials and installation of CIPP systems for the rehabilitation of existing potable water mains 4 in. /CS0 66 0 R 4.023 -13.273 l /Parent 1 0 R 1.613 -0.975 1.995 0.473 2.233 1.211 c 2.938 -3.318 l 2.115 -2.448 l 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. 4.255 -3.999 5.659 -2.325 5.659 -0.227 c 1 0 0 1 269.7085 360.2191 cm 0 0 m /ExtGState << 0.049 Tc -3.219 -3.389 -2.581 -4.425 -1.248 -4.425 c 1 0 0 1 341.23779 370.244 cm h -1.566 -2.131 -0.6 -3.118 0.622 -3.118 c 1.852 0 1.852 1.953 1.852 3.146 c 1 0 0 1 317.19679 350.7831 cm -0.326 3.659 0.482 3.971 1.291 3.971 c 1.307 -0.642 l 1 0 0 1 93.561 710.6586 cm h /Parent 1 0 R Three hydro tests are conducted with each having the same time intervals. -0.207 -0.609 l 1.865 1.928 1.142 2.004 0.381 2.004 c 0 Tc >> The bride responds, "That's the way mom did it." Consult with the TMWA engineer and inspector . 4.529 0 l >> -1.35 -1.464 -1.141 -1.526 -0.922 -1.526 c 0.604 0 l 2.512 5.607 l /Parent 1 0 R 1.092 2.397 0.156 2.326 -0.567 1.971 c 0.665 0.441 0.865 0.803 1.278 0.803 c /ExtGState << h /TrimBox [ 0 0 612 792 ] Q h q [ <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 q -1.303 0.384 -1.623 0.074 -1.943 -0.606 c >> 2.316 1.477 2.45 1.994 2.45 2.289 c 1 0.32 5.08 l /Resources << converted f -2.822 -1.659 0.482 -0.921 0.482 -3.559 c S 1 0 0 1 273.2827 349.7504 cm -0.325 3.659 0.483 3.972 1.291 3.972 c /C2_0 39 0 R Think about it, you have installed a water line - test with water. /Parent 1 0 R /ExtGState << 6.708 -7.303 l /GS2 gs Copyright 2017 American Water Works Association All Rights Reserved >> -3.422 -2.836 -3.018 -1.152 -2.109 0.015 c 3.673 -1.22 3.29 -2.524 1.829 -2.524 c General B. 0.254 0 l (\031) Tj 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 -1.158 -2.466 -0.062 1.787 -0.01 1.994 c There is an extremely good chance that the most common installation, regardless of the pipe material, is improper tightening/torque of MJ bolts. -1.757 -7.975 l Buy Now AWWA C230-22 Stainless-Steel Full-Encirclement Repair & Service Connection Clamps for Pipe 0 -0.703 0.47 -1.264 1.279 -1.264 c 10.21 0.17 10.721 -1.064 10.721 -2.694 c -0.71 -3.425 l 0 0 m 1.307 -0.832 1.279 -1.008 1.174 -1.146 c endstream endobj 470 0 obj <>>>/Filter/Standard/Length 128/O(YBfwP^#3j`c)/P -1340/R 4/StmF/StdCF/StrF/StdCF/U(Ee78SMOcI )/V 4>> endobj 471 0 obj <>/Metadata 19 0 R/Outlines 24 0 R/PageLayout/OneColumn/Pages 467 0 R/StructTreeRoot 31 0 R/Type/Catalog>> endobj 472 0 obj <>/Font<>>>/Rotate 0/StructParents 0/Tabs/S/Type/Page>> endobj 473 0 obj <>stream -1.108 -1.992 -1.355 -1.949 -1.587 -1.887 c 1.801 -0.979 2.581 0.17 3.716 0.17 c -2.822 -1.659 0.482 -0.922 0.482 -3.56 c Q 1.996 0.057 2.248 -0.352 2.248 -0.903 c f 0 1.16 l Submit the following in accordance with Section 01300 Submittals: - 1. >> 1.147 -2.54 1.179 -2.437 1.396 -1.698 c 5.191 -9.898 l 2.091 -1.264 2.562 -0.703 2.562 0 c 0.604 -0.333 l f -2.295 -8.226 -1.707 -8.773 -1.106 -8.773 c 0 0 m h 1.776 -1.599 l 3 0 obj It may be necessary to supplement this standard with special requirements not included in this standard (see foreword, Sec. 0 0 m 2.936 1.263 l /T1_1 85 0 R 0.637 -2.448 l 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. q 1.404 -3.829 l 2.937 -3.318 l 0.4 -1.365 0.731 -1.039 0.731 -0.634 c 3.077 2.17 3.673 1.12 3.673 0 c -1.049 1.702 -0.468 1.56 0.128 1.433 c 1 0 0 1 293.9146 354.72839 cm 0 0 m -1.503 -2.226 -4.807 -3.204 -4.807 -0.568 c /T1_1 49 0 R 1 0 0 1 301.36771 347.62289 cm ET VpWf1q[tRJkG%`>npBXZg[k/h"7/Eba[ -, Nv 3.02 -1.021 l -1.35 -1.464 -1.141 -1.526 -0.922 -1.526 c h f 0.553 -1.56 l -2.212 0.313 -2.822 0.128 -2.822 -0.496 c 0.383 -2.525 0 -1.206 0 0 c 116.791 674.207 1.9 -1.815 re -1.686 -4.859 -2.295 -5.657 -2.295 -6.941 c American Water Works Association Each valved section of pipe shall be slowly, filled with water, and the specified test pressure (based on the elevation of the, lowest point of the line or section under test and corrected to the elevation of the, test gauge) shall be applied by means of a pump connected to the pipe. Web awwa c600 pressure testing pdf download. A water line moves like an accordion when pressures are increased/decreased. Q Ri pu>,s(^ FIRc;ZS"]MN??$WQ?RPNhNN!7ofGyvj81k9FM&tlrV^$~>c+o%d /Type /Annot Alternatively, pressure will rise as water temperature increases. /Type /Catalog 0.86 -1.83 1.179 -1.678 1.327 -1.407 c Conditions not discussed. 2.037 2.644 1.427 1.905 0.858 0.886 c 8.821 -7.303 l -1.416 -3.929 -1.685 -4.106 -2.202 -4.711 c -0.483 5.607 m PDF SECTION 9 WATER CONSTRUCTION STANDARDS - Truckee Meadows Water Authority Installation of Ductile-Iron Mains and Their Appurtenances /T1_0 1 Tf By becoming a member of volunteering with American Water Works Association you are showing your commitment to the water profession. 3.957 -7.913 l 258 341.102 l 0 0 m /TT0 1 Tf 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 0 0 1 276.9272 353.4496 cm 1.611 -2.448 l /Resources << -0.844 0 l 0 0 m 1.901 1.39 l -1.851 -4.623 -1.468 -4.239 -1.075 -3.722 c << Awwa C600 Testing Requirements Pdf 0 0 m 0 -7.303 l -0.085 -1.953 -0.276 -1.978 -0.538 -1.978 c q -1.013 -3.987 -0.796 -4.327 -0.517 -4.327 c 4 M 5.049 -1.305 l AWWA C600 June 20, 1999 Installation of Ductile-Iron Water Mains and Their Appurtenances This standard covers installation procedures for ductile-iron mains and their appurtenances for water service. The Council has grown from five to 24 members, with nearly 1,600 volunteer subject matter experts serving on 72 committees. 1.925 -1.773 l /GS2 gs 0 1.092 0.596 2.17 1.829 2.17 c -1.199 -2.688 -0.755 -3.19 -0.176 -3.722 c /Rotate 0 0 -0.863 l h 1 0 0 1 109.1611 685.90669 cm Internal pressure will decrease as water temperatures decrease-to the point when the fluid begins to freeze, which then creates a substantial issue. endstream /Annots [ 18 0 R ] 1 0 0 1 102.7715 738.00011 cm Delivery covershow the product can be packaged, marked, and shipped. endstream endobj startxref h 2.139 1.284 m /MediaBox [ 0 0 612 792 ] 1.887 0.424 1.578 0.732 0.832 0.732 c /GS2 gs 4.504 -4.859 l Q 1.126 0 Td f 0.641 -1.462 l /MediaBox [ 0 0 612 792 ] n h 8 0 0 8 78 104.25 Tm [ <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 /GS1 65 0 R f 0 0 m 1.34 -1.483 1.34 -1.645 1.364 -1.773 c 2.131 -3.425 l >> q -1.049 1.702 -0.468 1.56 0.128 1.433 c q -1.815 -1.504 -0.553 -2.283 0.738 -2.283 c /GS0 62 0 R Q 2.61 0 l 2.081 -1.294 2.499 -0.964 2.499 -0.533 c 0.69 -0.262 0.376 -0.285 0.133 -0.403 c -0.964 3.177 m 16 0 obj -1.403 1.391 l 10.721 -7.303 l 0.383 -2.524 0 -1.205 0 0 c This is especially true if the line is exposed to direct sunlight. 3.929 -7.913 l W PDF PVC PIPE FIELD TESTING - MAXIMUM TEST PRESSURE - Uni-Bell 0.972 -0.664 0.62 0 0 0 c 0.1 -1.896 l -6.382 -3.829 m -6.046 0 l -0.964 3.177 m The same basic principles can be applied to most other materials as well. (+V?Q:Z)B^PMkg\yp^.qV0Biw4B1-15x@P[WYD53"; 1.202 0.465 l -0.284 6.069 l 4.952 8.226 4.817 7.399 4.714 6.882 c 0.556 1.298 0 0.808 0 0 c Service Taps >> -2.212 0.313 -2.822 0.128 -2.822 -0.496 c 3.078 2.17 3.673 1.12 3.673 0 c [ <16> -75 <16> -37 <02> -52 (\203) -60 <7f> -54 <17> -49 <0284> -32 (\216) -73 (\216) -33 (\204) ] TJ -3.081 -5.243 -1.965 -4.564 -1.127 -4.017 c 0.799 3.679 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. 0 0 m subsqueous Crossings General coversthe scope, purpose, and application of the standard f 3.319 -6.025 2.879 -6.083 2.312 -6.083 c /Rotate 0 /MediaBox [ 0 0 612 792 ] -0.314 0.292 m -1.251 0.086 -0.446 0.954 0.617 0.954 c Q 1.901 -3.403 l /GS1 65 0 R 0.499 -1.364 0.323 -1.273 0.323 -1.065 c 4.737 -1.545 4.708 -1.035 4.694 -0.482 c 4.326 -9.033 l q >> Standards | American Water Works Association -0.71 -3.425 l Also, pipelines intended for buried service should generally be tested with the backfill in place. /Type /Page >> -0.018 Tw 1.477 -0.988 l 0.161 -1.763 -0.347 -1.992 -0.865 -1.992 c /Type /Page 0.007 Tc f 1.688 0 l >> 32 0 0 32 258 531.8003 Tm f h 1.901 0 l 1 0 0 1 215.36369 689.2394 cm /MediaBox [ 0 0 612 792 ] <008b> Tj >> 1 0 0 1 274.2681 377.6796 cm h 0.561 0.732 0.228 0.661 -0.019 0.546 c /GS0 gs 0 Tw >> 1.89 -5.353 l /BleedBox [ 0 0 612 792 ] The make-up water is measured and documented after each test. f 3.318 -6.027 2.879 -6.084 2.312 -6.084 c 0.5 w 0 -1.446 l n II. /Resources << Q Q /Contents 90 0 R 1 0 0 1 159.51871 680.71609 cm /Annots [ 18 0 R ] q Crews have worked long hours to meet deadlines and are anticipating the end of the project. 1.887 -0.3 l 0 0 m 0 3.462 l Work smart, work hard, and work safe! -3.219 -3.389 -2.581 -4.424 -1.248 -4.424 c /MediaBox [ 0 0 612 792 ] Q 0 Tc 4 0 obj General Provisions in Section 0200 for further requirements. -0.581 0.199 -1.007 0.312 -1.701 0.312 c 4.297 -1.801 l -45.753 72.173 Td 5.957 0.17 6.708 -1.049 6.708 -2.694 c q 1.886 2.397 l -0.305 0.584 -0.119 0.556 0.057 0.504 c Requirements lists minimum requirements for a product to meet the prescribed standard 0.86 -1.83 1.179 -1.677 1.326 -1.407 c [ <0b> -10 <0a> 15 <0a> 17 <14> -17 <10> -21 <1c121e> -1 (\033) -28 (\036) 13 <13> -7 <12> -14 (\035) ] TJ /CS0 66 0 R /T1_3 80 0 R /ColorSpace << 0 0 m Q /URI (https\072\057\057webstore\056ansi\056org\057Standards\057AWWA\057AWWAC60010\077source\075preview) 0 0 m 1 0 0 1 178.9321 685.90669 cm These procedures should not be applied for air-pressure testing because of the serious safety hazards involved with compressed air. /Rotate 0 -1.344 -4.726 -1.996 -5.362 -2.646 -5.362 c endstream endobj 255 0 obj <> endobj 261 0 obj <> endobj 260 0 obj <> endobj 258 0 obj <> endobj 257 0 obj <> endobj 256 0 obj <>stream 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. 02702 - 2 of 6 Kansas City, Missouri Revised 07/31/20 Water Services Department Standard Specifications 1.07 CONTRACTOR SUBMITTALS A. /T1_0 34 0 R /T1_0 34 0 R <0a1b> Tj 3.716 -5.913 l Q 3.716 -6.595 l /Pages 1 0 R f h 2.396 -0.128 3.261 0.17 3.971 0.17 c 1.44 0.039 l -3.081 -5.243 -1.964 -4.564 -1.127 -4.017 c /T1_0 1 Tf 3.347 0 l (\031) Tj /ColorSpace << /ExtGState << h -0.326 3.659 0.482 3.971 1.29 3.971 c T6{Ra>G|FbXno,m&?&kOGy*uW6B$'Mj];gjJDt.Gx&r:dMabz)4&W+d(6~Ubv Sitemap -4.325 -3.83 l h q 2.933 0 Td q /T1_2 29 0 R /Length 36544 0.276 -2.039 0 -1.73 0 -1.246 c -1.745 0.023 -1.326 0.584 -0.561 0.584 c 0 0 m -0.279 2.333 -0.641 2.023 -0.982 1.595 c -0.732 -1.034 -0.408 -1.365 0.001 -1.365 c Includes 0.22 -1.009 0.226 -1.034 0.241 -1.058 c stream /T1_0 85 0 R 0 g 0 0 m 0.613 -0.332 l f 0.382 -2.524 0 -1.205 0 0 c -1.461 4.084 l q /F1 54 0 R -0.124 0.561 0 0.325 0 0 c Q The dial on the gauge must be in one psi increments. /GS0 62 0 R 0.641 -1.462 l -0.631 0 -1.2 -0.709 -1.2 -1.817 c Aw=g cN-k/{pq)MN###2&icaZ/xg=Jh.dqW^}x-K>z /GS2 gs 0 g 0.01 Tw 0 Tc 3.9 0.17 4.099 0.17 4.297 0.113 c Q f f -0.326 3.645 -1.985 2.183 -1.985 -0.227 c Q /BleedBox [ 0 0 612 792 ] f 0.403 -3.367 0.972 -2.658 0.972 -1.565 c /Border [ 0 0 0 ] BT 0.2 0.5 0.3 RG Unexpected rock was found, which slowed progress but did not stop installation of the pipe. 4.779 -2.113 l /ColorSpace << q 4.666 2.283 l 0.637 0.465 l 24.092 -39.6 l 0.003 Tw 0 0 m 1.739 -3.318 l 1.52 7.089 1.344 6.395 1.22 5.804 c -0.207 -0.704 l q 0 q 1.4886 0 0 1.4886 374.715 381.7314 Tm AWWA - C605 - Underground Installation of Polyvinyl - GlobalSpec -1.986 -2.326 -0.581 -4 1.829 -4 c /T1_1 74 0 R uuid:30eca241-7de2-456d-bac9-3192a24bd32d ET 0.32 5.08 l 5.049 1.248 4.283 3.105 1.574 3.105 c 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. 1 0 0 1 288.07761 355.2411 cm 4.011 0 l q -0.61 -0.694 -0.703 -0.606 -0.713 -0.429 c -0.195 0.066 -0.338 0.104 -0.57 0.104 c /Type /XObject -50.082 -1.25 Td >> Q 1.44 -0.603 l (\030\034) Tj /T1_5 47 0 R -1.341 -1.977 -1.745 -1.431 -1.745 -0.685 c 3.9 0.17 4.098 0.17 4.297 0.113 c PDF/X-1:2001 f >> -0.317 -1.599 l PDF Installation of Ductile- Iron Mains and Their Appurtenances 8.821 -2.95 l Access the online platform, envoi, for standards, manuals and more. -1.815 -3.148 -0.411 -4.539 2 -4.539 c 0.327 -1.024 0.327 -1.007 0.319 -0.866 c Testing plan, procedures and schedule. -4.028 -4.368 -3.403 -4.551 -2.751 -4.551 c -1.815 -3.148 -0.411 -4.539 2 -4.539 c 0.19 7.434 l uG| ?~U;P8L.=66 89#o (\t*V>8`^icp;j G ~%Ld! 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Crews have worked through inclement weather. -5.204 0.071 -3.957 1.745 -1.674 1.745 c /Rotate 0 3.673 -1.22 3.29 -2.524 1.829 -2.524 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 4.41 -2.269 4.41 -1.305 3.318 -1.305 c 4.736 -1.546 4.708 -1.035 4.694 -0.483 c -2.893 0 l q /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] 4.68 0.057 4.666 0.61 4.666 1.347 c -2.285 -1.329 -2.605 -2.525 -2.636 -3.663 c 172 0 obj <> endobj -0.249 -1.182 -0.155 -1.33 0.372 -1.418 c Join water professionals from all over at AWWA's conferences and learn about the different online courses AWWA offers. 1.911 -1.583 1.901 -1.412 1.896 -1.226 c 0.637 0.465 l MAXIMUM TEST PRESSURE = PIPE'S PRESSURE CLASS << -2.12 -0.247 -1.649 -0.713 -0.841 -0.713 c 0 0 m /Type /Page Body of the Standard: Includessix sections: I. This Standard Describes Underground Installation And Pressure Testing Requirements For. /T1_2 80 0 R 2 w 1 0 0 1 270.791 354.5668 cm 2.042 -1.751 l h 0 0 m 468 0 l )\Jp!4EsR, Q 0.794 -0.77 0.665 -0.328 0.665 0.076 c 1.085 0.443 1.706 -0.517 1.706 -1.728 c /GS2 gs 1 0 0 1 271.17239 349.7504 cm 0.637 -2.448 l /GS2 63 0 R /Contents 102 0 R 0.525 -0.893 0 -0.624 0 0 c 1.273 -2.056 1.291 -2.131 1.336 -2.205 c Fill the line at the lowest possible location while providing an air release at the highest location. }K ^5azrXq* HE+3X ? m:eVRw~XK+UbMWr1sMgG&o~y$PPz:0NeRdi*YO]HRT,dYVur23HU45xUp 1.901 -1.645 1.901 -3.574 1.901 -4.623 c /CropBox [ 0 0 612 792 ] /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] 0.214 0.162 0.485 0.266 0.756 0.266 c >> 0 Tw 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. -1.592 -3.574 -1.923 -2.88 -1.923 -2.2 c 6.977 -1.985 l f q Q 1.459 0 l -0.312 -1.058 l /T1_2 1 Tf /Annots [ 18 0 R ] 1.406 1.167 1.644 0.665 1.644 0.281 c -0.499 -0.713 -0.232 -0.646 0 -0.518 c h q 4.254 -3.999 5.658 -2.325 5.658 -0.227 c 6.438 -3.333 l /T1_1 85 0 R >> 0.559 6.232 0.527 6.439 0.134 6.498 c The hydrostatic test parameters must be clearly defined during the design phase and stated in the project specifications. 4.658 0 l (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. 1 0 0 1 78 622.85091 cm /GS2 63 0 R 4.736 -1.545 4.708 -1.035 4.693 -0.482 c 1 0 0 1 132.4744 685.90669 cm At the, conclusion of the pressure test, the corporation cocks shall be removed and plugged. 0.575 -0.556 l 0 g -1.51 5.138 -0.152 6.343 1.408 6.343 c 1.096 0 Td /Font << 6666 West Quincy Avenue, Denver, Colorado 80235, The testing methods described in this section are specific for water-pressure, testing. -0.009 Tw 0 -0.591 -0.403 -0.694 -0.507 -0.694 c /GS0 62 0 R stream 0 -2.448 l h 5.957 0.171 6.708 -1.049 6.708 -2.694 c 0.689 -0.437 0.637 -0.94 0.637 -1.259 c 18 0 obj -0.626 -0.291 -0.356 0 0 0 c -0.007 Tw 0 -7.303 l 1.307 -0.642 l 0 g 4 M -2.98 3.848 -3.797 1.905 -4.824 0 c h 1.928 -6.254 l 1.316 -2.652 l 3.928 -7.913 l /TrimBox [ 0 0 612 792 ] 4.368 -10.636 l -0.145 -4.327 0.114 -4.032 0.569 -3.47 c 1 0 0 1 289.8315 356.3588 cm [ <17> 4 <17> 7 <1615> 6 <14> -4 (\033) -16 (\032) 3 <13> -6 <141c> -2 <15> -6 <12> ] TJ -0.403 -0.62 -0.641 -1.299 -0.765 -1.728 c -1.271 -4.046 -1.271 -3.929 -1.344 -3.929 c American Water Works Association 0.214 0.162 0.485 0.266 0.756 0.266 c f /C2_0 39 0 R /GS0 62 0 R The American Water Works Association first published consensus documents in 1908. 0 0 m 0.391 -0.922 0.234 -0.41 0 0 c q 0.181 1.226 -0.076 1.849 -0.984 1.849 c -0.908 1.745 -0.354 1.659 0.17 1.503 c 0.575 -0.555 l 0 -1.125 TD -2.12 -0.247 -1.649 -0.713 -0.841 -0.713 c 0 1.091 0.596 2.17 1.829 2.17 c Give back to the water community by helping to develop or update an AWWA Standard. /TrimBox [ 0 0 612 792 ] 4.992 0.17 5.715 -0.213 6.126 -1.12 c << 1.706 -2.939 0.899 -3.604 0.103 -4.017 c q /F1 54 0 R 0 0 m 3 0 obj -1.483 1.136 -1.302 1.383 -0.946 1.383 c 1.383 -0.57 1.269 -0.55 1.155 -0.55 c f 0.622 2.55 4.707 2.842 4.707 0.013 c 4.666 2.283 l h -0.429 -2.827 -1.251 -1.97 -1.251 -0.937 c adobe:docid:indd:5cad130e-228d-11dd-b753-bc3d6c84f515 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. -2.595 -9.083 l >> h h /T1_3 80 0 R 0 0 m /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] 2.426 -0.156 3.234 0.171 4.226 0.171 c /TT0 60 0 R 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. >> 0.637 0 l <> 1 0 0 1 314.9429 356.95641 cm 4.435 6.897 l >> This edition approved June 6, 1993. /TrimBox [ 0 0 612 792 ] /Subtype /Link -15.094 -1.221 -15.561 -2.749 -15.561 -4.258 c 0.604 -0.342 l f 1.17 1.284 l >> /CS0 66 0 R AWWA C600 - Installation of Ductile-Iron Water Mains and Their Appurtenances.
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