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In a continuous effort to make your job easier, we have developed an online submittal builder to quickly and neatly package your personalized presentation. -1.461 4.084 l 0.32 5.08 l -0.019 Tw 1.852 0 1.852 1.953 1.852 3.146 c 0.566 -0.555 l /Parent 1 0 R 0 g 1.153 -0.993 l 4.326 -1.751 l q 0.021 Tc 1.892 -1.045 1.887 -0.861 1.887 -0.613 c /BleedBox [ 0 0 612 792 ] /C2_0 39 0 R /Width 179 -1.049 1.702 -0.468 1.56 0.128 1.433 c 1 0 0 1 86.1451 738.00011 cm q -0.548 -7.222 -0.496 -7.325 -0.496 -7.458 c endobj 3.929 -7.913 l H{\O.j\J7Sv%J a0tOH=LRbl YQ_hm -]}I-Y\ >>^JTj -0.864 -4.231 0.391 -2.977 0.391 -1.428 c /Parent 1 0 R Looking for answers to your DI pipe questions? 2.562 0.808 2.005 1.298 1.279 1.298 c /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] /T1_2 85 0 R 0 0 m &HM50ztvv{>4cF`E)%i+zL!, Q&mR@T-}^J&-/G 4 M 1 0 0 1 278.43021 349.7357 cm -0.341 6.572 l 0 1.16 l /GS0 62 0 R 0.622 2.55 4.707 2.842 4.707 0.013 c 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. }K ^5azrXq* HE+3X ? m:eVRw~XK+UbMWr1sMgG&o~y$PPz:0NeRdi*YO]HRT,dYVur23HU45xUp q 1.9 0 l -4.807 1.007 -3.432 1.702 -1.943 1.702 c [ (\037) -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> 28 <14> 25 <1619> ] TJ /T1_3 69 0 R 1.801 -0.979 2.581 0.17 3.716 0.17 c (\221\221) Tj 3.716 -6.595 l -0.907 1.745 -0.354 1.659 0.17 1.503 c f 2.044 3.317 l 18 0 obj Q ET 1.611 -2.448 l >> 1.716 -1.659 l 0.575 -0.555 l -2.657 -4.401 -2.44 -4.623 -2.191 -4.623 c /CropBox [ 0 0 612 792 ] f -0.021 Tw q -2.426 5.659 l 0 1.16 l Learn about events and education through American Water Works Association. q Give back to the water community by helping to develop or update an AWWA Standard. %PDF-1.5 % 2.484 -1.988 1.645 -2.827 0.617 -2.827 c 19 0 obj -0.284 6.069 l 1.074 -1.278 0.922 -1.364 0.728 -1.364 c /C2_0 39 0 R 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. q /Type /Page 0.86 -1.83 1.178 -1.678 1.326 -1.407 c << << Conditions not discussed. 0 -9.033 l h -1.199 -2.688 -0.755 -3.19 -0.176 -3.722 c ?QBe/ii)lM2@`rwL)W)B1C1x=Tlr[^h>-Tz#L0Y=-vn+^to^9Hy~bL1Ut0] 0.731 -0.234 0.408 0.098 0.001 0.098 c /MediaBox [ 0 0 612 792 ] >> 8 0 obj /Contents 91 0 R 2.956 -2.448 l 13.898 0 l 1.801 -1.021 l /Resources << /ExtGState << /T1_0 34 0 R ", Deflection of joints -after the pipe is homed. /T1_0 34 0 R 0 0 m 0.1 -1.896 l /Font << /ColorSpace << /Contents 103 0 R Section 600 - Water Distribution System - Apex, NC 0.622 -1.148 l 1.075 -1.278 0.922 -1.364 0.728 -1.364 c -0.499 -0.713 -0.233 -0.646 0 -0.518 c Q 2.933 0 Td Test Report 1. q Q h 2.139 1.284 m 6.369 -1.751 l /MediaBox [ 0 0 612 792 ] 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 0 0 1 103.30409 667.5842 cm 11.317 -9.898 l 0.956 -0.262 l 1.901 0 l 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. /Font << -1.549 -1.364 l 1.307 -0.832 1.279 -1.007 1.174 -1.145 c -0.471 0.465 l 2.131 -3.425 l -1.985 -0.227 m 1.015 4.593 0.622 4.352 0.622 3.832 c q -1.341 -1.978 -1.745 -1.431 -1.745 -0.685 c 1.202 0.465 l 4.297 -1.801 l /CS0 66 0 R Allowing all the air to vent and adequate time for any water absorption in the cement lining are beneficial. -1.815 -1.504 -0.553 -2.283 0.738 -2.283 c endobj -1.503 -2.226 -4.808 -3.205 -4.808 -0.567 c 0.003 Tw /T1_3 1 Tf /T1_1 85 0 R 1.865 1.928 1.142 2.004 0.381 2.004 c 1 0 0 1 280.4966 356.11169 cm q 3.673 -1.22 3.29 -2.525 1.829 -2.525 c q /GS0 62 0 R 258 341.102 l 1 0 0 1 293.9146 354.72839 cm q 2 0 obj Hydrostatic Testing Awwa 600 | PDF | Pressure | Litre - Scribd Laying 1. . /C2_0 39 0 R 0 0.465 l 1.307 -0.832 1.278 -1.007 1.174 -1.145 c 1.896 -0.333 1.768 -0.77 1.278 -0.77 c 0.012 Tc Files AWWA C600-17 Installation of Ductile-Iron Mains and Their Appurtenances .More Information List Price: $140.00 Member Price: $98.00 Quantity: (\031) Tj >> -0.012 Tw B. -0.755 -0.059 -0.734 0.384 -1.075 0.384 c 0.335 -0.222 0.091 -0.222 0.04 -0.222 c f /ExtGState << 0.525 -0.894 0 -0.624 0 0 c /MediaBox [ 0 0 612 792 ] %%EOF /BleedBox [ 0 0 612 792 ] ; 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awwa c600 testing requirements pdf


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awwa c600 testing requirements pdf

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awwa c600 testing requirements pdf

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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. AWWA C600-10 Installation of Ductile-Iron Mains and Their - Store -0.025 Tc 0 5.835 l /ExtGState << General coversthe scope, purpose, and application of the standard 4 M q -0.255 -5.829 -0.822 -5.899 -1.603 -5.899 c 0.078 -0.32 0.229 -0.32 0.229 -0.456 c 1 0 0 1 99.8298 669.5269 cm 2.248 -2.448 l f 3.701 4.017 4.187 3.234 4.187 2.023 c -0.317 -1.599 l 1. 0 0 m /CropBox [ 0 0 612 792 ] << 0 0 m 1 0 0 1 288.07761 355.2411 cm /Rotate 0 2 w This includes material selection, testing methods and procedures, inspection requirements, and record keeping. 0.181 0.371 l 0.908 -3.148 0.086 -2.482 0 -1.305 c 0.023 -0.32 l 2.967 3.19 3.143 2.88 3.143 2.393 c 4.666 2.283 l 1 0 0 1 314.4575 377.6781 cm 0.042 2.185 0.042 2.333 -0.041 2.333 c -1.29 1.617 -1.815 0.978 -1.815 -0.113 c /Rect [ 21.6 756 597.6 792 ] 1 0 0 1 273.32471 354.7758 cm Q -3.063 5.68 -5.504 11.484 -7.157 16.887 c 2.426 -0.157 3.234 0.17 4.226 0.17 c endobj 5.644 0 l /F1 54 0 R Complimentary on-site training services are provided upon request by McWane Ductile product engineers or sales representatives to ensure installation crews are empowered with the knowledge to complete the process. an adequate length away from valves and fi ttings in accordance with AWWA . 3.442 2.599 2.957 3.205 2.409 3.825 c Q 0.323 -1.065 m 1.4886 0 0 1.4886 374.715 381.7314 Tm -0.606 1.245 -1.566 0.251 -1.566 -0.937 c 3.588 1.39 l -0.237 -0.133 -0.504 -0.247 -0.813 -0.247 c h 0.181 0.371 l 0.56 0.732 0.228 0.661 -0.019 0.547 c 1 0 0 1 273.78169 349.0228 cm f 0.009 Tc /TrimBox [ 0 0 612 792 ] This includes products that comply with ANSI*/AWWA C900, ANSI/AWWA C907, or ANSI/AWWA C909. 3.347 0 l 0.603 -0.328 0.865 0.057 1.245 0.057 c 2.751 1.716 3.177 0.922 3.233 0 c We may chuckle a little, but this happens all too frequently in the field. -1.986 -0.227 m 1.9 -7.091 l 10.083 -7.913 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. endobj 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. 1 0 0 1 78 622.85091 cm 7 0 obj 0 0 m 0.823 -6.083 0 -5.161 0 -3.715 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 AWWA C605-13 Underground Installation of Polyvinyl Chloride (PVC) and 2.329 -0.665 l Q AWWA C600 January 1, 1993 0.575 -0.555 l 0.013 Tc 1.273 -2.056 1.291 -2.131 1.336 -2.205 c -0.828 0.09 -1.079 -0.224 -1.079 -0.685 c q 3.9 0.17 4.098 0.17 4.297 0.113 c 0 Tc -0.403 -0.62 -0.641 -1.299 -0.765 -1.728 c 0.689 -0.261 0.376 -0.285 0.133 -0.404 c Appendices: Containsadditional guidance and reference materials for applicationof the standard. /Type /Page 0.813 -0.052 1.083 0.058 1.416 0.058 c Testing plan, procedures and schedule. 6.778 -10.636 l 0.161 -1.763 -0.347 -1.992 -0.865 -1.992 c 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>-. /GS2 gs 1 0 0 1 145.5631 671.0585 cm q 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 0 0 1 301.36771 347.62289 cm /GS1 65 0 R 0 0 m 1.074 -1.278 0.922 -1.364 0.728 -1.364 c 1.307 -0.832 1.279 -1.008 1.174 -1.146 c /T1_5 1 Tf 0 3.462 l 2.798 0.257 1.833 1.245 0.622 1.245 c -3.304 -5.942 -4.042 -5.814 -4.736 -5.629 c 0 0 m Q h (+V?Q:Z)B^PMkg\yp^.qV0Biw4B1-15x@P[WYD53"; In a continuous effort to make your job easier, we have developed an online submittal builder to quickly and neatly package your personalized presentation. -1.461 4.084 l 0.32 5.08 l -0.019 Tw 1.852 0 1.852 1.953 1.852 3.146 c 0.566 -0.555 l /Parent 1 0 R 0 g 1.153 -0.993 l 4.326 -1.751 l q 0.021 Tc 1.892 -1.045 1.887 -0.861 1.887 -0.613 c /BleedBox [ 0 0 612 792 ] /C2_0 39 0 R /Width 179 -1.049 1.702 -0.468 1.56 0.128 1.433 c 1 0 0 1 86.1451 738.00011 cm q -0.548 -7.222 -0.496 -7.325 -0.496 -7.458 c endobj 3.929 -7.913 l H{\O.j\J7Sv%J a0tOH=LRbl YQ_hm -]}I-Y\ >>^JTj -0.864 -4.231 0.391 -2.977 0.391 -1.428 c /Parent 1 0 R Looking for answers to your DI pipe questions? 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awwa c600 testing requirements pdf