awwa c600 testing requirements pdf

1.649 2.652 l 1 0 0 1 269.7085 360.2191 cm Engineering professionals often include on-site training by the manufacturer in the project specification to ensure training is completed. /Resources << 0 0 m 0 0 m Section 330505.31 - Hydrostatic Testing - Cfpua 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 0 0 1 285.645 349.0228 cm -0.709 -4.425 -0.113 -4.226 0.213 -4.084 c 0 1.121 1.262 1.262 2.113 1.262 c A pressure relief valve is to be set at five psi max to prevent over pressurizing. /Type /Page -2.233 -9.216 -3.081 -8.404 -3.081 -6.985 c /T1_0 1 Tf h Leakage shall not be measured by a drop, These formulas are based on an allowable leakage of 11.65, gpd/mi/in. the most current version of AWWA C600. /GS1 65 0 R AWWA C600-10 Installation of Ductile-Iron Mains and Their - Store h /F1 54 0 R 2.45 2.466 2.44 2.644 2.285 2.644 c Q 2.044 3.317 l ET . /GS2 gs 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. f 0 0.465 l 0 0 m 0 0 m -0.946 -0.556 0.162 -0.309 0.162 -1.193 c -0.326 3.644 -1.986 2.184 -1.986 -0.227 c 44.625 0 Td 1.611 -1.141 l First edition approved by AWWA Board of Directors May 8, 1977. 1.611 -2.448 l /GS2 gs T* 1.801 0 l q f 4.992 0.17 5.715 -0.213 6.126 -1.12 c 6.977 -1.985 l /ColorSpace << By becoming a member of volunteering with American Water Works Association you are showing your commitment to the water profession. f II. 0 -2.448 l Q 32 0 0 32 258 531.8003 Tm 8 0 0 8 172.5585 29.684 Tm /T1_0 85 0 R Q 5 0 obj 0 0 m 0 0 m 0.1 -1.896 l q /Parent 1 0 R 0.637 -2.448 l 0.525 -0.894 0 -0.624 0 0 c 1.065 -1.034 0.352 -0.709 0 0 c Privacy Policy Aw=g cN-k/{pq)MN###2&icaZ/xg=Jh.dqW^}x-K>z 0 0 m 0 0 m 0.956 -0.262 l /CS0 66 0 R 1.886 2.397 l /GS2 gs h /GS2 63 0 R 5.191 -9.898 l -0.031 0.532 0.052 1.27 0.186 1.713 c >> 8.765 -9.898 l q 6.949 -1.985 l h 1.697 0.803 1.896 0.451 1.896 0.076 c -2.283 7.434 m << 3.442 2.599 2.957 3.205 2.409 3.825 c q -0.127 -3.044 -1.357 -2.232 -1.89 -0.761 c 0 -9.033 l 0 -7.304 l There is an extremely good chance that the most common installation, regardless of the pipe material, is improper tightening/torque of MJ bolts. -4.808 1.007 -3.432 1.702 -1.943 1.702 c AWWA is the voice of water in the nation's capital. /GS1 65 0 R /Parent 1 0 R 0.96 0.96 0.96 rg adobe:docid:indd:5cad130e-228d-11dd-b753-bc3d6c84f515 >> /Annots [ 18 0 R ] -0.946 -0.557 0.161 -0.31 0.161 -1.193 c The make-up water is measured and documented after each test. >> ET q 1 0 0 1 273.32471 354.7758 cm revision of AWWA Standard C600, C901 and C902 plus the additional requirements of the Department of Health, and WWS. 0.01 Tw hbbd``b`$/ H~,@9j n "t@(@1b``$ y@4 0 0 m Click here to purchase the full version from the ANSI store. 180 0 obj <>/Filter/FlateDecode/ID[]/Index[172 18]/Info 171 0 R/Length 59/Prev 281351/Root 173 0 R/Size 190/Type/XRef/W[1 2 1]>>stream h S /Type /Page Internal pressure will decrease as water temperatures decrease-to the point when the fluid begins to freeze, which then creates a substantial issue. % -2.269 -4.553 -1.503 -4.367 -1.503 -3.659 c 1.611 -1.141 l 0 1.16 l 6.262 11.88 274.426 274.027 re This is especially true if the line is exposed to direct sunlight. These AWWA Standards address all facets of water treatment and delivery. /URI (https\072\057\057webstore\056ansi\056org\057Standards\057AWWA\057AWWAC60010\077source\075preview) 1 0 0 1 327.7314 352.80611 cm 1.801 -0.979 2.581 0.17 3.716 0.17 c /Resources << 1.559 -1.308 1.496 -1.102 1.153 -1.005 c 4.68 0.056 4.666 0.61 4.666 1.347 c Attention to detail is of the utmost importance: Anyone who has searched for a leak will attest to the importance of proper installation. -0.864 -4.231 0.391 -2.977 0.391 -1.428 c -2.283 7.434 m -1.964 -1.462 l /GS0 62 0 R 6.111 0 Td /GS1 gs -3.999 -5.899 -5.204 -4.268 -5.204 -2.042 c h /Font << 1.651 -2.205 l 4.808 -2.51 4.794 -1.305 3.574 -1.305 c 0.5 w /T1_0 1 Tf 278.259 360.219 0.637 -2.448 re 9 0 obj /GS2 63 0 R 4.255 -4 5.658 -2.326 5.658 -0.227 c Much time, effort, and care have been expended installing a water line. 2.241 -0.638 1.787 -0.893 1.205 -0.893 c Q 1.801 -0.979 2.581 0.17 3.716 0.17 c 4.509 -2.411 m /GS2 gs American Water Works Association 0 -1.2 TD Installation of Ductile-Iron Water Mains and Their Appurtenances AWWA C600-05 and AWWA C605-05 1.03 TEST PRESSURES A. -0.013 Tw 0.799 3.679 l 2.338 -0.665 l /Rotate 0 1.52 7.089 1.344 6.395 1.22 5.804 c 6.778 -10.636 l /TrimBox [ 0 0 612 792 ] -0.483 5.607 m >> >> f /T1_2 85 0 R 5.957 0.17 6.708 -1.049 6.708 -2.694 c -0.312 -0.222 m 3 0 obj Volume 29, Issue 3. -0.341 6.572 l 0 Tc Q 0.19 7.434 l C600-17 Installation of Ductile-Iron Mains and Their Appurtenances q 0 Tw h 0.403 -3.367 0.972 -2.658 0.972 -1.565 c 1.9 -7.303 l endstream endobj 173 0 obj <> endobj 174 0 obj <> endobj 175 0 obj <>stream 1 0 0 1 281.8828 365.46471 cm 0 -0.704 0.47 -1.265 1.279 -1.265 c /Annots [ 18 0 R ] 0.88 -3.318 l -0.775 -2.999 -0.816 -3.043 -0.91 -3.043 c T* Cookie Preferences -1.461 4.084 l Q -0.314 -2.205 l 6.566 -0.241 7.516 0.17 8.41 0.17 c 2.081 -1.294 2.499 -0.964 2.499 -0.533 c 0 0 m -0.651 -7.887 -1.716 -9.216 -2.429 -9.216 c >> /C2_0 39 0 R 2.751 1.716 3.177 0.922 3.233 0 c h Q -2.269 -4.553 -1.503 -4.367 -1.503 -3.659 c 0.69 -0.262 0.376 -0.285 0.133 -0.403 c h 0.214 0.162 0.485 0.266 0.756 0.266 c h Duration of the test is two hours. -1.611 0.337 -1.15 0.57 -0.651 0.57 c q 5.644 0 l 0.86 -1.83 1.178 -1.678 1.326 -1.407 c /T1_3 1 Tf -1.745 0.023 -1.326 0.584 -0.561 0.584 c q W/{N\ldp6mi=\2+'/8`s32A^@V.D=0kgz1>:+.O~ MHX]iL"@HE.s L,mrd_tUqbNF7 4.658 0 l 114.677 689.055 1.901 -1.816 re 1 0 0 1 323.9854 372.07069 cm q 0 0 m 0 -2.448 l 1.801 -0.993 l -1.571 -5.066 -1.789 -4.238 -1.789 -3.515 c 0.626 -0.986 0.344 -1.267 0 -1.267 c >> %PDF-1.3 -0.471 0.465 l 4.529 0 l 11 0 obj -1.986 -0.227 m -2.98 3.848 -3.797 1.905 -4.824 0 c 468 0 l AWWA C600-17 Installation of Ductile-Iron Mains and Their - Store 1.44 0.039 l /TT0 60 0 R 21.6 72 576 36 re 0 0 m [ (\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 -3.304 -5.942 -4.042 -5.814 -4.736 -5.63 c q -1.686 -4.859 -2.295 -5.657 -2.295 -6.941 c -0.326 3.645 -1.986 2.183 -1.986 -0.227 c 0 0 m -2.822 -1.659 0.482 -0.922 0.482 -3.56 c /Font << 0.637 -2.377 l n This includes products that comply with ANSI*/AWWA C900, ANSI/AWWA C907, or ANSI/AWWA C909. 1.911 -1.583 1.901 -1.412 1.897 -1.226 c 2.248 -2.448 l 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. -0.581 0.198 -1.007 0.313 -1.702 0.313 c 0 0 m [ <16> -11 (\033) -22 (\032) -3 <13> -12 <14> -6 (\034) -8 <150d1a> -1 <15> -8 <1e0d0c> 48 <0f> -24 (\032) -1 <14> -4 <1514> -4 <15> -5 <0b> ] TJ 1 0 0 1 288.61079 350.26311 cm 1.696 0.803 1.896 0.451 1.896 0.076 c -0.284 6.069 l -0.606 1.245 -1.566 0.251 -1.566 -0.937 c 1.871 4.445 1.334 5.332 1.334 6.395 c /Resources << 1.464 -3.565 l 0.31 -6.646 m -1.789 -2.585 -1.375 -0.782 -0.248 0.458 c 1 0 0 1 132.4744 685.90669 cm h 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 >> 114.677 685.907 1.901 -7.303 re -4.027 -4.367 -3.403 -4.553 -2.751 -4.553 c From the initial standards covering pipes, water meters and steel water storage tanks, AWWA volunteers have guided the expansion of the standards program. 2.936 1.263 l 0 0 m q h /C2_0 39 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 0 m PDF Minimum Installation and Testing Requirements - Broward County, Florida h /Type /Action -2.269 -4.551 -1.503 -4.368 -1.503 -3.659 c 6.369 0 l 0 3.462 l >> What is Tuberculation and Why Did it Happen in Iron Pipe? -0.71 -3.425 l 0.001 Tc The amount of make-up water is documented and compared from all three tests. q Section 600 - Water Distribution System - Apex, NC /T1_0 34 0 R Q )\Jp!4EsR, 1.911 -1.583 1.901 -1.412 1.897 -1.227 c 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 endstream endobj 250 0 obj <>>>/Resources 261 0 R/Subtype/Form>>stream q 0.823 -6.084 0 -5.162 0 -3.715 c 258 341.102 120 42.898 re q Two to four psi is all that is required for an air test. >> 3.588 1.39 l 1 0 0 1 203.22459 682.4324 cm 3.02 -1.021 l -0.237 -0.133 -0.504 -0.247 -0.813 -0.247 c /BleedBox [ 0 0 612 792 ] 0.103 -1.802 -0.279 -1.788 -0.703 -1.788 c 116.791 674.207 1.9 -1.815 re Q 13.898 0 l 0.558 6.232 0.527 6.439 0.134 6.498 c 1 0 obj W From source to storage, from treatment to distribution, AWWA Standards cover the products and processes related toall areas of water treatment and supply. 4 0 obj Web awwa c600 pressure testing pdf download. q /CS0 66 0 R -1.503 -2.226 -4.808 -3.205 -4.808 -0.567 c -0.195 0.066 -0.337 0.104 -0.57 0.104 c 4.808 -3.403 l 1.925 -1.773 l 2017-05-31T09:35:36-06:00 q 6.467 -1.305 6.311 -2.808 6.311 -3.758 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. h 0 0 m 0 -3.565 l /Annots [ 18 0 R ] q 2.316 1.477 2.45 1.994 2.45 2.289 c h 0.327 -1.024 0.327 -1.007 0.319 -0.866 c 1.892 0 l h /MediaBox [ 0 0 612 792 ] f 0.499 -1.364 0.323 -1.274 0.323 -1.065 c /BleedBox [ 0 0 612 792 ] /Parent 1 0 R The water balloon will simply fall to the ground while pieces from the air balloon may travel several feet when popped. /Resources << q /Font << Q -0.11 -0.523 -0.285 -0.737 -0.285 -1.103 c /Parent 1 0 R proof:pdf 0.709 5.361 -0.283 5.148 -1.021 4.808 c 3.602 -3.829 l h 1.336 -1.407 l /GS3 gs /S /URI 1 0 0 1 89.166 685.90669 cm 1.892 0 l 0.637 0.465 l PDF SECTION 9 WATER CONSTRUCTION STANDARDS - Truckee Meadows Water Authority /Pages 1 0 R <>>> 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; -0.92 -0.044 -0.765 0.561 -0.362 0.561 c 0.604 -0.328 0.865 0.058 1.246 0.058 c V. Verification includesmaterial tests and manufacturing processes to ensure product quality 2.798 0.257 1.833 1.245 0.622 1.245 c highway and railroad crossings /ColorSpace << q American Water Works Association works closely with government officials on policy and advocacy in the water industry. First edition approved by AWWA Board of Directors May 8, 1977.This edition approved June 20, 2010. f -0.049 Tw 1.887 -0.299 l 0 0 0 1 K 0 0 m 0 -7.303 l >> 0.31 -6.646 m 1.716 -1.659 l 1.131 0.266 1.307 0.133 1.307 -0.262 c h q -0.019 Tw /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 ] 1.9 -10.636 l 2.792 0.62 2.047 -1.787 2.016 -1.905 c /CS0 66 0 R /C2_0 39 0 R /GS2 gs /CropBox [ 0 0 612 792 ] 1 0 0 1 227.5452 684.3746 cm 0 Tc f 1.887 0.424 1.578 0.732 0.832 0.732 c Tj 3.716 -6.595 l The Council has grown from five to 24 members, with nearly 1,600 volunteer subject matter experts serving on 72 committees. h 0 0 m Hydrostatic Testing Awwa 600 | PDF | Pressure | Litre - Scribd 2.522 8.729 2.067 7.857 2.067 6.838 c 2.091 -1.264 2.562 -0.703 2.562 0 c /MediaBox [ 0 0 612 792 ] 0.774 3.679 l 1 0 0 1 86.1451 738.00011 cm 2.2 -0.08 2.519 0.057 2.818 0.057 c -1.049 1.702 -0.468 1.56 0.128 1.433 c 1.901 -7.303 l -0.018 Tw 0.604 -0.342 l h /Annots [ 18 0 R ] 1.688 0 l 0 0 m h f f -1.079 -1.136 -0.865 -1.483 -0.419 -1.483 c 0 0 m 0 g 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_2 29 0 R q Busting the Myth on Ductile Iron Pipe Lead Times, National Manufacturing Day to Launch Second Consecutive McWane Scholarship Program for Skilled Trades, McWane Ductile Announces $45 Million Dollar Investment, Expansion in Coshocton County, McWane Ductile Focuses on Capital Investments, Operational Efficiencies to Meet Demand Amid Supply-Constrained Market, California Transparency in Supply Chain Disclosure, Total overall difference from the low to highest elevations, Proper lubrication of gaskets and spigots, Proper alignment of joints during the homing process - "Straight is great! h 0 1.091 0.596 2.17 1.829 2.17 c 1.901 -3.403 l /Font << f /TT0 60 0 R The test pressure measured at the point of highest pressure (lowest elevation) shall not be less than 150% times the anticipated maximum working pressure The Handbook of PVC Pipe provides the same upper-end value: A test pressure of 50% above normal operating pressure is generally sucient. h 1.34 -1.483 1.34 -1.645 1.364 -1.773 c 0.637 -1.141 l 0.323 -1.065 m -4.027 -4.367 -3.404 -4.553 -2.751 -4.553 c -0.972 -3.708 -0.91 -3.825 -0.941 -3.973 c