1 0 0 1 103.30409 667.5842 cm /TT0 60 0 R 2.484 -1.988 1.645 -2.827 0.617 -2.827 c Submit the following in accordance with Section 01300 Submittals: - 1. 1 0 0 1 172.3522 682.9713 cm -0.76 -1.526 -0.504 -1.464 -0.504 -1.227 c -1.29 1.617 -1.815 0.979 -1.815 -0.114 c 2.623 -9.898 l >> /C2_0 39 0 R 0 g 37.179 0 Td h /GS1 gs /Type /Catalog 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. /TrimBox [ 0 0 612 792 ] q endobj 0 0 m 0.637 1.16 l 0.709 5.361 -0.283 5.148 -1.021 4.807 c /Contents 100 0 R ET h -0.589 1.383 -0.447 1.117 -0.428 0.808 c >> 2 w -0.248 0.871 0 0.457 0 0 c from application/x-indesign to application/pdf /TT0 60 0 R f /Annots [ 18 0 R ] 4.808 -3.403 l 1.092 2.397 0.156 2.326 -0.567 1.971 c 13 0 obj /Rotate 0 1.801 -0.979 2.581 0.17 3.716 0.17 c q General coversthe scope, purpose, and application of the standard 2.037 2.644 1.427 1.905 0.858 0.886 c 2.2 -0.08 2.519 0.057 2.818 0.057 c /T1_2 1 Tf 2.248 -2.448 l f /ColorSpace << American Water Works Association 1.459 0 l 0 -1.751 l Q 0 0 m -0.006 Tw /T1_0 34 0 R 0.4 -1.365 0.731 -1.039 0.731 -0.634 c 0.689 -0.262 0.376 -0.286 0.133 -0.405 c 10.083 -7.913 l 0.63 -4.549 1.126 -5.361 1.126 -6.366 c -1.611 0.337 -1.15 0.57 -0.651 0.57 c 0.161 -1.763 -0.347 -1.992 -0.865 -1.992 c -0.114 0.052 -0.238 0.09 -0.433 0.09 c 2.167 -0.437 2.115 -0.94 2.115 -1.259 c Q -1.851 -4.623 -1.468 -4.239 -1.075 -3.722 c f -1.158 -2.466 -0.062 1.787 -0.01 1.994 c -1.986 -0.227 m /CropBox [ 0 0 612 792 ] 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; -0.589 1.383 -0.446 1.117 -0.428 0.808 c -6.382 -3.829 m 0.327 -1.024 0.327 -1.007 0.319 -0.866 c /C2_0 39 0 R /Resources << 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. /T1_0 34 0 R 0 0 m There is also a benefit to documented standards compared to word-of-mouth training. f 1 0 0 1 124.87289 700.60249 cm AWWA C600 January 1, 1993 /C2_0 39 0 R /CropBox [ 0 0 612 792 ] /Resources << 1.9 -10.636 l 6.311 -7.303 l 1.911 -1.583 1.901 -1.412 1.897 -1.226 c 4.666 4.439 3.744 5.361 1.518 5.361 c n -1.503 -2.226 -4.807 -3.204 -4.807 -0.568 c 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. /BleedBox [ 0 0 612 792 ] -0.11 -0.523 -0.285 -0.737 -0.285 -1.103 c f endstream endobj 213 0 obj <> endobj 216 0 obj <> endobj 217 0 obj <> endobj 218 0 obj <> endobj 16 0 obj <>/Font<>/ProcSet[/PDF/Text]/XObject<>>>/Rotate 0/TrimBox[0.0 0.0 612.0 792.0]/Type/Page>> endobj 21 0 obj <>/Font<>/ProcSet[/PDF/Text]/XObject<>>>/Rotate 0/TrimBox[0.0 0.0 612.0 792.0]/Type/Page>> endobj 22 0 obj <>stream 1 0 0 1 203.22459 682.4324 cm 0 Tc /Parent 1 0 R Q f q ET -0.651 -7.887 -1.716 -9.216 -2.429 -9.216 c 2.139 1.284 m -1.341 -1.977 -1.745 -1.431 -1.745 -0.685 c 0.709 5.361 -0.283 5.148 -1.021 4.808 c 21.6 72 576 36 re -6.046 0 l /F1 12 Tf -1.344 -4.726 -1.996 -5.362 -2.646 -5.362 c h 0.323 -1.065 m Q 8.765 -9.898 l 0 0 m -1.503 -2.226 -4.807 -3.204 -4.807 -0.568 c HWN$7 13.898 0 l [ <1f8f8f8d0d> 15 <1011051990> 20 <9d191f89118d0f07040c191e04060f0d0c048a191d06040c05048d050e191c0c0e060f06880611191d118f0602197f01> 50 <197f16141602> ] TJ 2.044 3.317 l /Parent 1 0 R /T1_1 85 0 R -2.578 -12.623 1.166 -8.879 1.166 -4.258 c From source to storage, from treatment to distribution, AWWA Standards cover the products and processes related toall areas of water treatment and supply. 1 0 0 1 269.7085 360.2191 cm C600-17 Installation of Ductile-Iron Mains and Their Appurtenances << f << 1 0 0 1 314.4575 377.6781 cm 4.51 -2.411 m 0.646 -2.097 l 0 0 m 1.654 7.591 l -0.816 -0.93 -0.92 -0.635 -0.92 -0.369 c f -0.326 3.645 -1.986 2.183 -1.986 -0.227 c 1 0 0 1 285.0977 354.0014 cm -1.049 1.702 -0.468 1.56 0.128 1.433 c -2.467 0.27 -3.219 -0.666 -3.219 -2.042 c 4.68 0.056 4.666 0.61 4.666 1.347 c [ <16> -75 <16> -37 <02> -52 (\203) -60 <7f> -54 <17> -49 <0284> -32 (\216) -73 (\216) -33 (\204) ] TJ f q (\031\202) Tj 0.689 -0.437 0.637 -0.94 0.637 -1.259 c 0.603 -0.328 0.865 0.057 1.245 0.057 c /C2_0 1 Tf f 3.957 -7.913 l 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. 1.901 -4.027 2.071 -4.608 2.794 -4.608 c 1.126 0 Td /XObject << 0 Tc >> 1.04 SUBMITTALS A. 0 1.391 l 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 -51.862 -1.25 Td /A << 14.4 TL 2.562 0.808 2.005 1.298 1.279 1.298 c -0.001 Tw 1.293 3.318 l 0 1.16 l [ (\037) 70 (\036) -65 (\036) 56 (\037\035\034) -5 (\033) -3 (\032) -6 (\031) -3 (\030) -18 (\032) -4 <17> -1 (\030) ] TJ Q 6.262 11.88 274.426 274.027 re h h 4.658 0 l /ColorSpace << 0.666 0.076 m 2.792 0.62 2.047 -1.787 2.016 -1.905 c /GS0 62 0 R 1.317 -2.652 l -0.864 -4.231 0.391 -2.977 0.391 -1.428 c The hydrostatic test parameters must be clearly defined during the design phase and stated in the project specifications. 0.383 -2.524 0 -1.205 0 0 c 1.307 -0.642 l endobj /MediaBox [ 0 0 612 792 ] endobj 4.127 -1.702 3.787 -1.645 3.446 -1.645 c /ExtGState << -0.908 1.745 -0.354 1.659 0.17 1.503 c -0.012 Tw 1.336 -1.407 l 1 0 0 1 121.7533 665.8683 cm /MediaBox [ 0 0 612 792 ] q -1.085 -1.788 -1.499 -1.802 -1.964 -1.832 c By becoming a member of volunteering with American Water Works Association you are showing your commitment to the water profession. q -0.255 -5.829 -0.822 -5.899 -1.603 -5.899 c 8 0 0 8 172.5585 29.684 Tm 0.631 -1.832 l 1 0 0 1 314.9429 356.95641 cm 1 0 0 1 89.166 685.90669 cm h endobj 0 1.16 l -0.504 -0.746 -1.611 -1.074 -1.611 -0.191 c 468 0 l f 1.801 0 l Q 2.042 -1.751 l -0.351 -1.267 -0.626 -0.979 -0.626 -0.634 c 2.956 -2.448 l 1.307 0 1.865 0.266 1.865 0.99 c /T1_2 49 0 R 1.892 -1.045 1.887 -0.861 1.887 -0.613 c 0.774 3.679 l 469 0 obj <> endobj endstream endobj startxref 0 0 m /Rect [ 21.6 756 597.6 792 ] /T1_0 34 0 R 0.525 -0.894 0 -0.624 0 0 c 1.717 -1.659 l q JRis a NACE Certified Corrosion Technician, Envision Specialist, and member of the American Society of Civil Engineers. 43.39 0 Td 1.126 0 Td q 1.383 -0.57 1.269 -0.55 1.155 -0.55 c 1.901 -3.404 l 0.736 -0.437 0.637 -0.936 0.637 -1.25 c 0.813 -0.052 1.083 0.058 1.416 0.058 c 1 0 0 1 187.5118 688.50121 cm All head pressure will thus be included in the reading on the gauge. 3.021 -1.021 l f A water line moves like an accordion when pressures are increased/decreased. endstream endobj 173 0 obj <> endobj 174 0 obj <> endobj 175 0 obj <>stream 1.9 -6.254 l HyTW/B(^ !DQJ*(BD,B]U"(""eZ+2[z k]P 0.98 0.76 l 17 0 obj 1.121 0 Td /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] 0.346 -1.058 l endobj f Effective Date: April 12, 2022 . -1.29 1.617 -1.816 0.978 -1.816 -0.113 c 10 0 obj -0.019 Tw /GS2 gs Jerry Regula, "JR" is a product engineer with McWane Ductile. >> 0.6 7.089 1.147 7.384 1.52 7.665 c Q /GS1 65 0 R /CropBox [ 0 0 612 792 ] 4.666 2.283 l 1.075 -1.278 0.922 -1.364 0.728 -1.364 c Q 2.067 5.849 2.698 5.125 3.071 4.711 c -1.816 -1.503 -0.554 -2.283 0.738 -2.283 c 2 0 obj f Pages 11-11. 1.673 0.057 1.915 -0.071 2.053 -0.375 c 0.021 Tc -0.351 0.57 -0.157 0.522 0.043 0.48 c (\030\034) Tj 0.383 -2.525 0 -1.206 0 0 c -1.686 -4.859 -2.295 -5.657 -2.295 -6.941 c 0.103 -1.802 -0.279 -1.788 -0.703 -1.788 c endobj /Annots [ 18 0 R ] h << -0.499 -0.713 -0.233 -0.646 0 -0.518 c -2.524 6.069 l 0 0.465 l 1.852 -3.997 l 1.773 0 l -1.433 4.084 l There is a better solution, which is to base training from documented resources such as the AWWA M41 Manual or the ANSI/AWWA C600 Installation Guide for Ductile-Iron Mains and Their Appurtenances. >> q A pressure relief valve is to be set at five psi max to prevent over pressurizing. q 1 0 0 1 78 622.85091 cm 1.716 -1.659 l f This will enhance the probability of removing aII air from the conduit. f q 2.938 -3.318 l 378 384 l This edition approved Jan. 14, 2017. /BleedBox [ 0 0 612 792 ] Q /Contents 93 0 R 4 0 obj 11.969 0 l /T1_1 49 0 R -0.32 6.867 l 1.611 -0.841 1.607 -0.437 1.197 -0.437 c /Parent 1 0 R 0.049 Tc h 4.707 -1.839 3.185 -3.044 1.408 -3.044 c 1.925 -1.773 l 6.977 -1.985 l The pressure is increased during each test. 2.956 -0.76 2.956 -0.437 2.59 -0.437 c SM 2017 American Water Works Association. f 0 0 m 0.566 0 l -1.054 -1.3 -0.951 -1.064 -0.713 0.103 c -1.085 -1.788 -1.499 -1.802 -1.964 -1.832 c /BleedBox [ 0 0 612 792 ] Appendices: Containsadditional guidance and reference materials for applicationof the standard. /T1_2 80 0 R 278.967 351.319 0.637 -0.608 re 14 0 obj /CS1 20 0 R /C2_0 39 0 R /TT0 60 0 R /GS2 gs Q endobj 0.665 0.076 m 1 0 0 1 274.2681 377.6796 cm 4.326 -1.751 l f /ProcSet [ /PDF /ImageI /Text /ImageC /ImageB ] -1.511 0.808 m h -45.753 72.173 Td 0 -0.703 0.47 -1.264 1.279 -1.264 c q Buy Now AWWA C230-22 Stainless-Steel Full-Encirclement Repair & Service Connection Clamps for Pipe In no event will AWWA be liable for direct, indirect, special, incidental, or consequential damages arising out of the use of information presented in this book. 0.009 Tc 0.335 -0.222 0.091 -0.222 0.04 -0.222 c The Contractor shall submit a test report which includes the following q California Transparency in Supply Chain Disclosure 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. /GS2 63 0 R Q f 2.795 0 l /T1_2 1 Tf 2.522 8.729 2.067 7.857 2.067 6.838 c ; 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. Slow fill the line. 0.559 6.232 0.527 6.439 0.134 6.498 c << /Resources << 0 0 m This edition approved June 6, 1993. 2.937 -3.318 l 4.255 -4 5.658 -2.326 5.658 -0.227 c 2.338 -0.665 l 1 0 0 1 78 582.3992 cm 0.699 0 l f q -2.893 0 l perform visual inspection or non-destructive testing requirements of this section. /Contents 92 0 R 12 -39.6 l /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] f Ri pu>,s(^ FIRc;ZS"]MN??$WQ?RPNhNN!7ofGyvj81k9FM&tlrV^$~>c+o%d -1.251 0.086 -0.446 0.954 0.617 0.954 c The husband then presents the question to grandma. 0.604 -0.342 l /T1_0 105 0 R 0.181 1.226 -0.076 1.849 -0.984 1.849 c /CS0 66 0 R T6{Ra>G|FbXno,m&?&kOGy*uW6B$'Mj];gjJDt.Gx&r:dMabz)4&W+d(6~Ubv -48.679 -1.25 Td adobe:docid:indd:5cad130e-228d-11dd-b753-bc3d6c84f515 h >> 0.737 -0.437 0.637 -0.937 0.637 -1.25 c 0 0 m /GS3 63 0 R -15.561 -8.879 -11.818 -12.623 -7.197 -12.625 c -2.212 0.313 -2.822 0.128 -2.822 -0.496 c March 2003. xmp.iid:28f67be3-fa47-ce4c-bc0d-4b89626fd7b4 0 Tw -0.581 0.199 -1.007 0.312 -1.701 0.312 c /TT0 60 0 R /Type /Page 1.659 2.652 l Practice patience. 606 Testing and Inspections A. 0 0 m 0 0 m 1.302 -3.043 1.147 -2.851 1.147 -2.673 c h Explanation: Defineswhat an AWWA Standard is and what it covers. Installations that require special attention, techniques, and. 133.566 671.059 1.9 -7.304 re 0 -7.303 l -1.815 -1.504 -0.553 -2.283 0.738 -2.283 c >> 19 0 obj q 0.799 3.679 l 0.88 -3.318 l q AWWA C600 is a standard for pressure testing of municipal water systems. The American Water Works Association first published consensus documents in 1908. A "known value" container such as a quart jar or incremented gallon bucket may be used to refill the original supply source. h Q -0.946 -0.556 0.162 -0.309 0.162 -1.193 c /Font << 4.41 -2.95 l -0.429 -2.827 -1.251 -1.97 -1.251 -0.937 c -1.571 -5.066 -1.789 -4.238 -1.789 -3.515 c h Test pressures for the various services and types of piping are shown at the end of this section in Table 15044. 1.9 -7.303 l 2.933 0 Td endstream endobj startxref endobj >> 0 0 m -0.403 -0.62 -0.641 -1.299 -0.765 -1.728 c The same information may also be obtained in seconds via the McWane Ductile Pocket Engineer. /Type /Page 0 Tw 0.662 -3.47 0.724 -3.588 0.703 -3.721 c 3.021 -4.539 3.815 -4.34 4.51 -3.957 c /GS2 gs 1 0 0 1 323.9854 372.07069 cm [ <0f> 2 (\033) -26 (\031) -9 (\036) -4 <1d171b> -26 (\036) 15 <0e170d> -9 <0c> 16 <12> 2 (\031) -9 <1017> ] TJ 5.191 -9.898 l 1 0 0 1 78 131.78571 cm 1 0 0 1 270.791 354.5668 cm A common mistake is for installers to chase a leak for extended periods of time, only to find the line will eventually pass the hydrostatic test without changing any parts of the water line. -1.461 4.084 l -0.013 Tw -1.51 5.138 -0.152 6.343 1.408 6.343 c >> 0.018 Tc 2.956 -0.988 l Q Approved by American National Standards Institute Feb. 14, 2017. 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. /GS2 63 0 R q Two to four psi is all that is required for an air test. 0.104 -1.802 -0.279 -1.788 -0.703 -1.788 c /T1_1 55 0 R 0 -0.591 -0.403 -0.694 -0.507 -0.694 c Also, pipelines intended for buried service should generally be tested with the backfill in place. 0 0 m 1.334 8.005 2.223 9.186 3.598 9.186 c f 8 0 obj 0 0 0.77 rg 1.235 0 Td [ (\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 1.892 -1.045 1.887 -0.861 1.887 -0.613 c 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. 0.002 Tw 0 -2.448 l q /ColorSpace << q -0.238 -0.133 -0.504 -0.247 -0.813 -0.247 c 2.651 3.59 l The water supply container must be marked at the water level to assist with calculating the make-up water. >> The pressure gauge is to be connected to the pipe at the lowest location. /Type /Page 1.603 -2.283 2.553 -1.829 2.993 -1.021 c Q f 0.556 1.297 0 0.808 0 0 c 0.94 -0.207 1.023 0.237 1.023 0.37 c >> 1.616 0.292 0.89 0.292 0.736 0.292 c 1 0 0 1 336.064 349.7348 cm 1.131 0.266 1.307 0.133 1.307 -0.261 c 1.44 0.039 l 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. Q Q -1.403 1.391 l /TrimBox [ 0 0 612 792 ] 468 0 l -0.021 Tw converted 1 0 0 1 275.71581 358.4276 cm 3.153 -1.152 3.174 -1.27 3.174 -1.389 c f -2.283 7.434 m an adequate length away from valves and fi ttings in accordance with AWWA . /BleedBox [ 0 0 612 792 ] 0.248 1.787 0.352 1.787 0.403 1.684 c T* 0 0 m T* /Filter /FlateDecode Looking for answers to your DI pipe questions? 0.086 0.978 0.624 1.716 1.687 1.716 c /Type /Annot 1 0 0 1 341.23779 370.244 cm h /GS1 65 0 R >> << >> -1.815 -1.503 -0.553 -2.283 0.737 -2.283 c 0.774 3.679 l Volume 29, Issue 3. /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] 0 -0.703 0.47 -1.264 1.278 -1.264 c q 0.01 Tw 2.936 1.262 l 0 -5.353 l -1.593 -3.574 -1.924 -2.88 -1.924 -2.2 c <0e1e> Tj >> -0.742 0.104 -0.946 0.043 -0.946 -0.167 c >> << 0 0 m 1.065 -1.034 0.352 -0.709 0 0 c 1.611 -2.448 l /ColorSpace << f 0.006 Tc << 8.339 0 l endobj f 4.1.1.4 Test pressure shall not vary by more than 5 psi (34.5 kPa) for the duration, 4.1.1.5 Valves shall not be operated in either direction at a differential pressure, exceeding the rated valve working pressure. 0.56 0.732 0.228 0.661 -0.019 0.547 c h In a continuous effort to make your job easier, we have developed an online submittal builder to quickly and neatly package your personalized presentation. -0.964 3.177 m /CropBox [ 0 0 612 792 ] 10 0 0 10 258 228.8749 Tm 2 0 obj Installation of Ductile-Iron Mains and Their Appurtenances -4.623 -4.07 l These piping systems often contain components made from other materials. 0.181 1.227 -0.076 1.849 -0.984 1.849 c 4.68 0.057 4.666 0.61 4.666 1.347 c /Contents 68 0 R -4.027 -4.367 -3.404 -4.553 -2.751 -4.553 c 0.689 0 l /T1_0 1 Tf 1.193 -1.148 1.262 -1.348 1.262 -1.742 c >> >> 0.637 -2.448 l 0.323 -0.69 0.747 -0.642 1.031 -0.642 c BT -0.92 -0.044 -0.765 0.561 -0.362 0.561 c /GS0 62 0 R 4.41 -7.303 l completely from the section of piping under test. 0 -2.448 l Adobe InDesign CC 2017 (Windows) -1.207 -0.247 -1.483 -0.024 -1.511 0.371 c 116.791 674.207 1.9 -1.815 re 1 0 0 1 93.53391 669.5269 cm S 0.972 -0.664 0.62 0 0 0 c Considering the allowable make-up water may alleviate this issue. /CS0 66 0 R q 0.298 -5.658 l endobj /Type /XObject 2.935 1.263 l examined carefully during the test. h q 38.086 0 Td . /ColorSpace 20 0 R 1.112 -2.02 0.965 -2.039 0.775 -2.039 c 0 0 0 1 K ET h /T1_0 34 0 R 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. 1.302 -0.863 0.793 -0.863 0.628 -0.863 c /CS0 66 0 R q NInZ -]aU.%r qPOdY\pw2 ^j{ >Nx jDP{Xmjl|.ZnZ#n }mf@7Pz\u+N1AyX2AkJHO9t9n"++PG2 default 78 663.585 150.026 74.415 re >> Q 1.307 -0.642 l -0.828 0.09 -1.079 -0.224 -1.079 -0.685 c -2.212 0.312 -2.822 0.128 -2.822 -0.496 c revision of AWWA Standard C600, C901 and C902 plus the additional requirements of the Department of Health, and WWS. Continue to grow your professional development through American Water Works Association. 1.327 -2.652 l -1.35 -1.464 -1.141 -1.526 -0.922 -1.526 c What is Tuberculation and Why Did it Happen in Iron Pipe? -1.207 -0.247 -1.483 -0.024 -1.511 0.371 c Testing 607 Repair and Abandonment . 0.637 1.16 l 1.407 -1.118 l 1 0 0 1 276.4102 360.2191 cm 1.896 -0.333 1.768 -0.77 1.279 -0.77 c Unknown -0.504 -0.746 -1.612 -1.074 -1.612 -0.191 c 3.701 4.017 4.187 3.234 4.187 2.023 c /BleedBox [ 0 0 612 792 ] 1.131 0.266 1.307 0.133 1.307 -0.262 c 0.32 5.08 l 2.994 7.434 4.313 5.709 4.313 3.057 c 3.318 -6.027 2.879 -6.084 2.312 -6.084 c -1.986 -0.227 m 2.026 0 l Q 0 -1.446 l h h /T1_0 34 0 R Q hbbd``b`@ U,OT aH11012X10 30 )~ 5.644 0 l Copyright 2023 McWane Ductile. W >> q 2.411 4.123 2.068 4.593 1.408 4.593 c /Rotate 0 -6.382 -3.83 m /BleedBox [ 0 0 612 792 ] -5.204 0.071 -3.957 1.745 -1.674 1.745 c -1.745 0.023 -1.326 0.584 -0.561 0.584 c 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. 6.708 -7.304 l 1.928 -7.091 l 1.887 0.423 1.578 0.732 0.832 0.732 c 0 Tc /Annots [ 18 0 R ] 0.042 2.185 0.042 2.333 -0.041 2.333 c /ExtGState << /Rotate 0 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. 1.896 -0.333 1.768 -0.77 1.278 -0.77 c h /GS0 62 0 R 0.391 -0.922 0.234 -0.41 0 0 c h << 0.794 -0.77 0.665 -0.328 0.665 0.076 c /TrimBox [ 0 0 612 792 ] 1.602 -2.283 2.552 -1.829 2.992 -1.021 c >> True 0.685 0 l -0.018 Tw 0.31 -6.646 m It outlines the requirements for performing hydrostatic tests on all types of pipes, valves, and other associated equipment. /CropBox [ 0 0 612 792 ] 8.075 -13.273 l /BleedBox [ 0 0 612 792 ] 0 0 0 1 K n /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] 0.5 w /Font << 0 Q 2.751 1.716 3.177 0.922 3.233 0 c 0.31 -5.509 -0.269 -4.829 -0.847 -4.342 c MAXIMUM TEST PRESSURE = PIPE'S PRESSURE CLASS S -1.706 -1.418 l 0.1 -1.896 l 5.049 1.248 4.283 3.105 1.574 3.105 c 0 0 m stream 0 0 m 4.255 -3.999 5.659 -2.325 5.659 -0.227 c 1.928 -6.254 l /CS0 66 0 R Unexpected rock was found, which slowed progress but did not stop installation of the pipe. /ExtGState << -0.844 0 l -0.582 0.198 -1.007 0.313 -1.702 0.313 c /GS2 gs 2.936 0.695 2.85 0.17 2.539 -0.241 c 1.085 0.443 1.706 -0.517 1.706 -1.728 c 0.162 -1.764 -0.347 -1.992 -0.865 -1.992 c -2.657 -4.401 -2.44 -4.623 -2.191 -4.623 c 0.561 0.732 0.228 0.661 -0.019 0.547 c 1.611 -1.141 l 4.198 -3.333 l /BleedBox [ 0 0 612 792 ] These AWWA Standards address all facets of water treatment and delivery. /GS2 gs 0 0 m From the initial standards covering pipes, water meters and steel water storage tanks, AWWA volunteers have guided the expansion of the standards program. /T1_2 49 0 R 0.012 Tc /ColorSpace << 6.778 -10.636 l 2.085 0 l /GS1 65 0 R Q -3.219 -3.389 -2.581 -4.425 -1.248 -4.425 c -0.352 0.57 -0.157 0.522 0.042 0.479 c Engineering professionals often include on-site training by the manufacturer in the project specification to ensure training is completed. -0.946 -0.557 0.161 -0.31 0.161 -1.193 c /C2_0 39 0 R 1.611 -0.841 1.606 -0.437 1.198 -0.437 c AWWA is the voice of water in the nation's capital. 0 0 m /Im0 Do 4.529 0 l -0.499 -0.713 -0.232 -0.646 0 -0.518 c q 0.637 -2.097 l -1.065 1.595 -1.117 1.698 -1.106 1.816 c 1.649 2.652 l 2.042 -9.033 l -0.207 -0.704 l 1.83 -0.993 l 1.477 -0.76 1.477 -0.437 1.112 -0.437 c /GS2 63 0 R 3.602 -3.829 l 0 0 0 1 K /TT0 60 0 R /T1_1 49 0 R /T1_1 80 0 R 8.821 -2.95 l Through 12 In. 0.823 -6.083 0 -5.161 0 -3.715 c Web hydrostatic testing of water mains as a minimum, all water mains shall be tested in accordance with the hydrostatic testing requirements of ansi/awwa c600. q h >> /Parent 1 0 R 0.33 -0.761 0.685 -1.294 1.561 -1.294 c -4.807 1.007 -3.432 1.702 -1.943 1.702 c /CS0 66 0 R 1.827 -3.997 l 3.801 -2.808 3.006 -3.148 2.084 -3.148 c highway and railroad crossings 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". >> h /MediaBox [ 0 0 612 792 ] 1.307 -0.832 1.279 -1.007 1.174 -1.145 c -0.238 -1.483 -0.038 -1.416 0.071 -1.369 c After all the air has been, expelled, the corporation cocks shall be closed and the test pressure applied. -2.283 7.434 m /Rotate 0 0 0 m 1.326 -2.652 l II). 2.45 2.466 2.44 2.644 2.285 2.644 c 0.254 0 l 3.588 0 l 133.566 674.207 1.9 -1.815 re /Type /Page /URI (https\072\057\057webstore\056ansi\056org\057Standards\057AWWA\057AWWAC60010\077source\075preview) -1.768 -3.53 -0.972 -2.983 -0.63 -2.983 c /CS0 66 0 R Conversely, the internal pressure may increase for an above-ground line installed during summer months filled with 60 degrees Fahrenheit water and ambient temperature of 90 degrees. 1.44 -0.603 l 2.936 1.263 l /T1_3 94 0 R Q /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 0 m 378 341.102 l 8.765 -9.898 l 1.44 -0.603 l /T1_0 85 0 R -0.285 -1.568 0.138 -1.83 0.57 -1.83 c 1.202 0 l -0.025 Tc Delivery covershow the product can be packaged, marked, and shipped. 0 -7.303 l -1.2 -2.688 -0.755 -3.19 -0.176 -3.722 c /T1_0 1 Tf 1.644 -0.841 0.62 -1.58 -0.869 -2.171 c Laying 1. . 1.477 -2.448 l 0.794 -0.77 0.665 -0.328 0.665 0.076 c 4.1.1.2 Test pressure shall not exceed pipe or thrust-restraint design pressures. 3 0 obj 1, 1994. 0.29 1.049 0.692 1.167 0.993 1.167 c -1.076 -1.25 Td -3.304 -5.942 -4.042 -5.814 -4.736 -5.63 c 3.135 -4.608 3.461 -4.538 3.659 -4.409 c 1 0 0 1 36 86.4 Tm 4.011 0 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. 0.566 -0.555 l -0.732 -1.034 -0.408 -1.365 0.001 -1.365 c BT Installation of Ductile-Iron Water Mains and Their Appurtenances AWWA C600-05 and AWWA C605-05 1.03 TEST PRESSURES A. 2.829 3.679 4.149 2.893 4.149 1.116 c 0 Tc /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] q >> Q -0.124 0.561 0 0.325 0 0 c 3.673 -1.22 3.29 -2.524 1.829 -2.524 c 0 0 m f q /T1_2 1 Tf 4.808 -7.303 l 1 0 0 1 78 591.35091 cm 1.852 0 1.852 1.953 1.852 3.146 c )` /Resources << mn >*[X;J6 } All rights reserved. q 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. -1.592 -3.574 -1.923 -2.88 -1.923 -2.2 c /Type /Pages 0 30.063 l q L/6wqk0'*YVGRhZp--/-Pbhsu).riZ*s{JWDVy?lF0 .Q^ 2.561 0.808 2.006 1.297 1.279 1.297 c /CropBox [ 0 0 612 792 ] 32 0 0 32 258 531.8003 Tm /TrimBox [ 0 0 612 792 ] uG| ?~U;P8L.=66 89#o (\t*V>8`^icp;j G ~%Ld! f+61G*6oq/oyZ;3]Q;O5.hiLZ 4.658 0 l >> -0.002 Tc f 1.892 0 l 0.292 -0.625 0.335 -0.542 0.335 -0.45 c [ <15> 6 <11> -4 <100f> -5 <1015> 1 (\033) -12 <10> -15 <12> ] TJ Conditions not discussed. 0 -10.636 l 0.613 -0.332 l 0.956 -0.262 l /Subtype /Link /ExtGState << 3.716 -5.913 l 0 0 m /T1_0 1 Tf 1.688 -1.659 l Understanding testing factors during design will enable the water professional to prepare for obstacles that may arise during the testing process. 0.31 -0.089 -0.114 -1.241 -0.724 -2.865 c The same basic principles can be applied to most other materials as well. 0 -0.704 0.47 -1.265 1.279 -1.265 c 0.023 Tc h 1.911 -1.583 1.901 -1.412 1.896 -1.226 c >> f Water temperature is not typically a huge factor during hydrostatic testing but must be considered at times. 1.901 1.39 l endobj 1.203 0 l 1 0 0 1 349.4077 372.07069 cm 1 0 0 1 144.24471 688.50121 cm >> 1.336 -1.407 l %PDF-1.6 % >> /Rotate 0 2.411 3.971 2.936 3.574 2.936 2.397 c /F1 11.5 Tf 1.659 2.652 l 1.096 0 Td /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] hb```f`` @( /fr@g2ip^ pk'Xd,&;VSyNaS=qwvw /F1 54 0 R Q 4.41 -2.269 4.41 -1.305 3.318 -1.305 c 1.897 -0.333 1.768 -0.77 1.279 -0.77 c -4.325 -3.83 l 0.566 0 l /TT0 60 0 R 0.298 -5.658 l /T1_1 85 0 R /T1_4 49 0 R Multiple air release locations may be provided due to the contour of the line. 0 2.004 l 0.641 -1.462 l 4TusQ2+$ho71#A ={ ZN6b3j:OZRIm IO{IM^94mUHx*4O h|o@mBv`! /F1 54 0 R % 0.803 -0.042 1.093 0.057 1.331 0.057 c f 1 0 0 1 265.99561 356.11169 cm /Resources << 1 0 0 1 84.4866 667.5842 cm 1.404 -3.829 l Q 1.801 -0.993 l q 5.957 0.17 6.708 -1.049 6.708 -2.694 c 6.046 0 l Q Privacy Policy 6.539 0 Td 1.406 1.167 1.644 0.665 1.644 0.281 c q 0.048 Tw 4 M 4 0 obj /GS2 63 0 R >> 0 0 m /GS0 62 0 R It may be necessary to supplement this standard with special requirements not included in this standard (see foreword, Sec. f Direct any of your questions related to technical and operational information to our Engineering & Technical Services Department. &SYXeI/$ji+>x')aP46/'J?n[//~sKxJ#OYOzL|*GaI@:@63v LDWQ>eg,MN[ Z8J|c^dJw[]0: pl.Mc~U0,JoLlRU. 1.688 0 l 1.887 -0.3 l h 1.383 -0.57 1.269 -0.55 1.155 -0.55 c h 1.246 -2.211 l 1.925 -1.773 l 0.637 -2.448 l f 0.575 -0.555 l /BleedBox [ 0 0 612 792 ] 3.593 -2.448 l Q /T1_0 1 Tf h HLN0y rx,/RiA"G/?9`eRY,%> 0hPy4!=qaFN^KW_$"U-~{~W }z%I>{{@@mQOF'55g)yyA &/EhZK% Ws6+kwKo;l[dpw~W2m$MhSi{GZbi?wD!P4Hk]gdZ>-. 0.025 Tw << 0 -0.863 l /T1_2 80 0 R -0.742 0.104 -0.946 0.043 -0.946 -0.167 c /T1_0 34 0 R >> -2.98 3.848 -3.797 1.905 -4.824 0 c >> Q /C2_0 39 0 R /Font << 0.622 2.55 4.707 2.842 4.707 0.013 c -2.233 -9.216 -3.081 -8.404 -3.081 -6.985 c q f 0.86 -1.83 1.179 -1.677 1.326 -1.407 c 4.44 -3.425 l 1.092 2.397 0.156 2.326 -0.567 1.971 c >> Use of theStandard:Includes anyoptions oralternatives in the foreword. -50.082 -1.25 Td 2.61 0 l 0 1.39 l Jerrys responsibility is to provide technical support for water professionals at all levels including engineers, private water companies, contractors, municipalities, and water districts. B. h 1.023 0.518 0.972 0.709 0.786 0.709 c >> 3.021 -1.021 l 0.001 0.098 m /GS1 65 0 R 4.023 -13.273 l h proof:pdf 1.901 -4.027 2.07 -4.609 2.794 -4.609 c h 189 0 obj <>stream BT -0.109 -0.523 -0.285 -0.736 -0.285 -1.103 c /TT0 1 Tf f 1.801 -1.021 l There is an extremely good chance that the most common installation, regardless of the pipe material, is improper tightening/torque of MJ bolts. Together, we are Building Iron Strong Utilities for Generations! 2.562 0.808 2.005 1.298 1.278 1.298 c 4.297 -1.801 l 1.459 0 l f 4.313 0.482 3.235 -1.599 0.469 -1.599 c f 0 Tw -0.631 0 -1.2 -0.709 -1.2 -1.817 c 0 Tw 9 0 obj h /CropBox [ 0 0 612 792 ] The answer cites both AWWA Standard C600 and C605 as requiring that the pipeline be pressurized with water to the required test pressure and that the required test pressure be maintained within 5 psi range for the duration of the test.

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