/Annots [ 18 0 R ] (914-mm) ductile-iron pipe with push-on joints, 22 4-2 Laying conditions for ductile-iron . q /CS0 66 0 R 5 0 obj Q 1.897 -0.333 1.768 -0.77 1.279 -0.77 c highway and railroad crossings General Provisions in Section 0200 for further requirements. 2017-05-31T09:35:36-06:00 5.049 -1.305 l f /CropBox [ 0 0 612 792 ] 0 3.462 l f Jerry Regula, "JR" is a product engineer with McWane Ductile. 1 0 0 1 366.19099 370.244 cm /CS0 66 0 R -0.021 Tw /T1_1 85 0 R Click here to purchase the full version from the ANSI store. /Parent 1 0 R 0.023 Tc /Font << f -0.321 6.867 l /Resources << 18 0 obj /GS0 62 0 R 4.187 0.266 3.246 -1.034 1.809 -1.034 c 1 0 0 1 278.43021 349.7357 cm >> h -2.578 -12.623 1.166 -8.879 1.166 -4.258 c 0.006 Tc -2.601 -3.425 l 0.6 7.089 1.148 7.384 1.52 7.665 c f 4.658 0 l Join water professionals from all over at AWWA's conferences and learn about the different online courses AWWA offers. 2.325 0.761 l Q 1 0 0 1 293.9146 354.72839 cm [ <17> 4 <17> 7 <1615> 6 <14> -4 (\033) -16 (\032) 3 <13> -6 <141c> -2 <15> -6 <12> ] TJ Q /T1_0 34 0 R 1.697 0.803 1.896 0.451 1.896 0.076 c 4 M << 0 -1.125 TD -3.063 5.68 -5.504 11.484 -7.157 16.887 c 1.611 -1.141 l 3.077 2.17 3.673 1.12 3.673 0 c /MediaBox [ 0 0 612 792 ] q 0.69 -0.262 0.376 -0.285 0.133 -0.403 c WKZTxNd/_" .;AP*G -0.71 -3.425 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. 0.794 -0.77 0.665 -0.328 0.665 0.076 c q /BleedBox [ 0 0 612 792 ] 1.901 1.391 l -0.589 1.383 -0.447 1.117 -0.428 0.808 c /Parent 1 0 R 0 0 m 0 0 m -0.403 -0.62 -0.641 -1.299 -0.765 -1.728 c endobj Also, pipelines intended for buried service should generally be tested with the backfill in place. /CropBox [ 0 0 612 792 ] q 0.972 -0.664 0.62 0 0 0 c 1.611 -0.841 1.607 -0.437 1.197 -0.437 c /GS3 63 0 R q 4.149 -5.353 l 0 0 m -0.499 -0.713 -0.233 -0.646 0 -0.518 c /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] 3.793 -3.318 l T* 1.892 -1.046 1.887 -0.861 1.887 -0.613 c test pressure before conducting the leakage test. The amount of make-up water is documented and compared from all three tests. 1.852 4.186 1.7 5.835 0.19 5.835 c 1 0 0 1 306.67239 348.745 cm 3.928 -7.913 l 0.32 5.08 l mn >*[X;J6 } /T1_3 69 0 R 2.139 1.284 m 13.898 0 l -0.207 -0.704 l -1.985 -0.227 m 0.327 -1.024 0.327 -1.007 0.319 -0.866 c 85% found this document useful (13 votes), 85% found this document useful, Mark this document as useful, 15% found this document not useful, Mark this document as not useful, Save Hydrostatic Testing Awwa 600 For Later. 0 3.462 l /Font << -5.059 -0.41 -5.216 -0.922 -5.216 -1.428 c /GS2 gs The same information may also be obtained in seconds via the McWane Ductile Pocket Engineer. 1.05 -1.545 1.159 -1.522 1.227 -1.478 c 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. q f 2.751 1.716 3.177 0.922 3.233 0 c 4.331 0 Td 1.9 -10.636 l 0 0 m /GS2 63 0 R 10.721 -7.303 l 1.406 1.167 1.644 0.665 1.644 0.281 c 13.898 0 l f Jerry has been involved in nearly all facets of the foundry, providing him with extensive experience in manufacturing, installation, and design of ductile iron water products. >> Q /ColorSpace << <0e1e> Tj 0 14.772 l 0 Tc 2017-05-31T09:35:36-06:00 /ColorSpace << /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] 0.637 -1.35 0.694 -1.545 0.936 -1.545 c h 10.21 0.17 10.721 -1.064 10.721 -2.694 c /C2_0 39 0 R 2.248 -2.448 l Body of the Standard: Includessix sections: I. 12 -39.6 l 0 1.39 l 0.956 -0.261 l 0.33 -0.761 0.685 -1.294 1.561 -1.294 c -0.581 0.199 -1.007 0.312 -1.701 0.312 c 1.317 -2.652 l f /T1_0 34 0 R 1 0 0 1 166.1125 684.5168 cm Three hydro tests are conducted with each having the same time intervals. f Q 4.198 -3.333 l q Alternatively, pressure will rise as water temperature increases. 0 1.391 l W 0 30.063 l h /ExtGState << 4.666 2.283 l S As new technologies emerge, new standards are developed. f 0.646 -2.377 l -2.524 6.069 l 4.1.1.2 Test pressure shall not exceed pipe or thrust-restraint design pressures. 1 0 0 1 93.561 710.6586 cm AWWA C600 January 1, 1993 278.967 350.263 0.637 -2.448 re 0 0 m f /GS1 65 0 R 1.827 -9.033 l q 3.716 -5.913 l /Type /Page Q h 4.779 -2.113 l It may be necessary to supplement this standard with special requirements not included in this standard (see foreword, Sec. 0 Tw Location: Water transmission lines s hall be located and sized in accordance . 8 0 0 8 78 104.25 Tm 6.356 -9.033 l 2 w Pop both balloons. Buy Now AWWA C230-22 Stainless-Steel Full-Encirclement Repair & Service Connection Clamps for Pipe 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. 0 1.092 0.596 2.17 1.829 2.17 c >> >> /TrimBox [ 0 0 612 792 ] the most current version of AWWA C600. h 2.45 2.466 2.44 2.644 2.285 2.644 c f /TrimBox [ 0 0 612 792 ] There is an extremely good chance that the most common installation, regardless of the pipe material, is improper tightening/torque of MJ bolts. >> 1.901 3.46 l -0.314 -2.205 l endstream endobj 173 0 obj <> endobj 174 0 obj <> endobj 175 0 obj <>stream 1.166 -2.749 0.698 -1.222 0 0 c h -1.985 -2.325 -0.582 -3.999 1.829 -3.999 c -0.326 3.644 -1.986 2.184 -1.986 -0.227 c 6.949 -1.985 l The dial on the gauge must be in one psi increments. Q /T1_5 1 Tf (\031) Tj MAXIMUM TEST PRESSURE = PIPE'S PRESSURE CLASS 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 -4.325 -3.829 l 0.323 -0.689 0.746 -0.642 1.031 -0.642 c q endstream 0 Tw 133.566 674.207 1.9 -1.815 re 1.901 -7.304 l f 4.529 0 l 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. 1.44 0.039 l Q -0.964 3.177 m 0.323 -0.69 0.747 -0.642 1.031 -0.642 c 0.276 -2.039 0 -1.73 0 -1.245 c /TrimBox [ 0 0 612 792 ] 3.442 2.599 2.957 3.205 2.409 3.825 c -1.35 -1.464 -1.141 -1.526 -0.922 -1.526 c -2.295 -4.697 -2.357 -4.578 -2.336 -4.46 c -2.283 3.679 m 0.566 0 l n >> -1.611 0.337 -1.15 0.57 -0.651 0.57 c 1.202 0 l 0 5.835 l -0.012 Tw q endstream endobj startxref /Rotate 0 /ExtGState << f 0.482 -5.262 -1.035 -5.942 -2.581 -5.942 c 1.459 0 l h 3.673 -1.22 3.29 -2.525 1.829 -2.525 c 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. 0.383 -2.525 0 -1.206 0 0 c /GS0 62 0 R q Explanation: Defineswhat an AWWA Standard is and what it covers. /Type /Action f /TT0 60 0 R 377.597 384 m /GS0 62 0 R >> 3.135 -4.608 3.461 -4.538 3.659 -4.409 c These AWWA Standards address all facets of water treatment and delivery. Work smart, work hard, and work safe! q 0.298 -5.658 l -0.238 -1.483 -0.039 -1.417 0.071 -1.369 c 0 -1.751 l First edition approved by AWWA Board of Directors May 8, 1977. uG| ?~U;P8L.=66 89#o (\t*V>8`^icp;j G ~%Ld! f+61G*6oq/oyZ;3]Q;O5.hiLZ 8.765 -9.898 l 0 -7.304 l 6666 West Quincy Avenue Denver, CO 80235-3098 T 800.926.7337 www.awwa.org Advocacy Communications Conferences Education and TrainingScience and TechnologySections AWWA Standard -51.862 -1.25 Td 0.214 0.162 0.485 0.266 0.756 0.266 c q Q /ExtGState << 0 -7.303 l 0 0 m from application/x-indesign to application/pdf -2.822 -1.659 0.482 -0.922 0.482 -3.56 c 0.525 -0.894 0 -0.624 0 0 c 0.323 -1.065 m q 0 0 m /ProcSet [ /PDF /ImageI /Text /ImageC /ImageB ] 0 -7.303 l Web awwa c600 pressure testing pdf download. 0 0 m hydrostatic testing 1.147 -2.54 1.179 -2.437 1.396 -1.698 c 2.411 4.123 2.068 4.593 1.408 4.593 c AWWA C600 - Installation of Ductile-Iron Water Mains and Their Appurtenances. q Q 5.191 -9.898 l 0.803 -0.042 1.093 0.057 1.331 0.057 c 1.654 7.591 l 4.68 0.056 4.666 0.61 4.666 1.347 c 4.666 2.283 l 2.936 0.694 2.851 0.17 2.539 -0.241 c 1.461 0 Td f 1 0 0 1 227.5452 684.3746 cm >> 4.808 -3.403 l /Contents 103 0 R /Parent 1 0 R stream 0 1.091 0.596 2.17 1.829 2.17 c -2.98 3.848 -3.797 1.905 -4.824 0 c -1.706 -1.418 l 1.336 -1.407 l 2.994 7.434 4.313 5.709 4.313 3.057 c q %PDF-1.3 % << 2.198 -1.305 1.9 -2.794 1.9 -3.729 c 258 341.102 l It outlines the requirements for performing hydrostatic tests on all types of pipes, valves, and other associated equipment. -1.108 -1.992 -1.354 -1.949 -1.587 -1.887 c /GS1 65 0 R 2.044 3.317 l ?QBe/ii)lM2@`rwL)W)B1C1x=Tlr[^h>-Tz#L0Y=-vn+^to^9Hy~bL1Ut0] 1 0 0 1 78 582.3992 cm Q /CropBox [ 0 0 612 792 ] -0.317 -1.599 l endobj >> n /Im0 Do 2.131 -3.425 l -0.248 -1.182 -0.155 -1.33 0.372 -1.418 c q 10 0 obj h Volume 29, Issue 3. 3.716 -5.913 l 0.001 Tc j@z*f)-=eG@d`\Cpht4sA sg7.r{.d`@%,/!|Fy 8{ 4.44 -3.425 l 1.706 -2.939 0.899 -3.604 0.103 -4.017 c << A test pressure of 300 psi will be detrimental to weak materials, such as polyvinyl chloride (PVC) rated at 125 psi, which also does not have a safety factor of 2 and surge allowance of 100 psi included in the design, compared to the stronger ductile iron that does. 1 0 0 1 323.9854 372.07069 cm q /CropBox [ 0 0 612 792 ] /F1 54 0 R 1.74 -3.318 l -0.326 3.645 -1.986 2.183 -1.986 -0.227 c Q 2.935 0.695 2.85 0.17 2.538 -0.241 c -0.207 -0.609 l 4.297 -1.801 l 0.689 0 l 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. 0.637 0.465 l >> 4.779 -2.113 l -0.908 1.745 -0.354 1.659 0.17 1.503 c Internal pressure will decrease as water temperatures decrease-to the point when the fluid begins to freeze, which then creates a substantial issue. -0.124 0.561 0 0.325 0 0 c h f /T1_0 85 0 R Water temperature is not typically a huge factor during hydrostatic testing but must be considered at times. 17 0 obj 0.646 -2.097 l (\030\034) Tj 0.799 3.679 l 1.887 -0.299 l (\221\221) Tj 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 4.255 -4 5.658 -2.326 5.658 -0.227 c /TT0 60 0 R 0 1.121 1.262 1.263 2.113 1.263 c /GS0 62 0 R Q h -1.964 -1.462 l DRAWN DESIGN DATE REV TRUCKEE MEADOWS WATER AUTHORITY 7/2011 2ND ENGINEERING & CONSTRUCTION STANDARDS 4.666 4.439 3.744 5.361 1.518 5.361 c 3.957 -7.913 l The water balloon will simply fall to the ground while pieces from the air balloon may travel several feet when popped. Q q q Copyright 2023 McWane Ductile. 0 0 m 1 0 0 1 353.1221 349.7348 cm 8.339 0 l -0.626 -0.291 -0.356 0 0 0 c 0.161 -1.763 -0.347 -1.992 -0.865 -1.992 c 0 0 m /Pages 1 0 R 0.248 1.787 0.352 1.787 0.403 1.684 c -0.504 -0.746 -1.612 -1.074 -1.612 -0.191 c 3.021 -1.021 l << -1.403 1.391 l q 3 0 obj After all the air has been, expelled, the corporation cocks shall be closed and the test pressure applied. 10.112 -7.913 l 4.51 -2.411 m 4 M default >> 1.901 0 l f h Much time, effort, and care have been expended installing a water line. 2.522 8.729 2.067 7.857 2.067 6.838 c -1.986 -2.325 -0.582 -3.999 1.829 -3.999 c -3.219 -3.389 -2.581 -4.425 -1.248 -4.425 c f 0.214 0.162 0.485 0.266 0.756 0.266 c -1.049 1.702 -0.468 1.56 0.128 1.433 c 3.588 1.39 l 0 0 m 0.799 3.679 l 2.41 3.971 2.935 3.574 2.935 2.397 c /CS0 66 0 R 1 0 0 1 270.791 354.5668 cm 0 0 0 1 K 0.566 -0.555 l 0 0 m These piping systems often contain components made from other materials. Her response, "That was the only pot I had!". /C2_0 39 0 R 0.86 -1.83 1.179 -1.677 1.326 -1.407 c 1 0 obj Q >> -1.251 0.086 -0.446 0.954 0.617 0.954 c /TT0 60 0 R 0.32 5.08 l 0 1.16 l -0.341 6.572 l << -1.549 -1.364 l 0 -3.565 l -1.483 1.136 -1.302 1.383 -0.946 1.383 c (\037\036) Tj 5.659 2.183 3.999 3.645 1.829 3.645 c -0.11 -0.523 -0.285 -0.737 -0.285 -1.103 c 0.637 -1.35 0.694 -1.545 0.937 -1.545 c 0 0 m /TT0 1 Tf BT 0 -0.591 -0.403 -0.694 -0.507 -0.694 c examined carefully during the test. 0.31 -5.509 -0.269 -4.829 -0.847 -4.342 c 3.602 -3.829 l BT 0 0 m 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. -2.285 -1.329 -2.605 -2.525 -2.636 -3.663 c n /BleedBox [ 0 0 612 792 ] 2.933 0 Td 1.44 -0.603 l >> 6.949 -1.985 l Together, we are Building Iron Strong Utilities for Generations! /URI (https\072\057\057webstore\056ansi\056org\057Standards\057AWWA\057AWWAC60010\077source\075preview) /T1_0 85 0 R 4.41 -2.95 l American Water Works Association h T* >> xmp.iid:28f67be3-fa47-ce4c-bc0d-4b89626fd7b4 -0.742 0.104 -0.946 0.043 -0.946 -0.167 c 1.085 0.443 1.706 -0.517 1.706 -1.728 c 1.776 -1.599 l 0 g h 1.4886 0 0 1.4886 374.715 381.7314 Tm These procedures should not be applied for air-pressure testing because of the serious safety hazards involved with compressed air. Q /Parent 1 0 R 2.936 1.263 l endobj >> 0 -7.303 l Q 4.808 -2.51 4.794 -1.305 3.574 -1.305 c 0.556 1.298 0 0.808 0 0 c /BleedBox [ 0 0 612 792 ] -4.807 1.007 -3.432 1.702 -1.943 1.702 c Q << Q h Q /GS0 62 0 R /CropBox [ 0 0 612 792 ] 278.967 351.319 0.637 -0.608 re /Resources << 0 0 m f f /BleedBox [ 0 0 612 792 ] /ExtGState << 1.613 -0.975 1.995 0.473 2.233 1.211 c -0.083 -1.432 0.238 -1.151 0.62 -0.635 c 3.957 -7.913 l 2.751 1.716 3.177 0.922 3.233 0 c 0.665 0.441 0.865 0.803 1.279 0.803 c ET 0 0.465 l -2.893 0 l -6.382 -3.83 m First edition approved by AWWA Board of Directors May 8, 1977. -1.085 -1.788 -1.499 -1.802 -1.964 -1.832 c -0.317 -1.599 l -2.822 -1.659 0.482 -0.921 0.482 -3.559 c ET 0 Tc 0 0 m (1.079 L/day/km/mm) of nominal diameter at a, Do not sell or share my personal information. 0.85 0 1.302 0 1.302 -0.406 c -3.46 -1.56 l [ (\033) -3 <1314> 6 (\034) 4 <1512> ] TJ /MediaBox [ 0 0 612 792 ] /BleedBox [ 0 0 612 792 ] q ET -1.986 -0.227 m Looking for answers to your DI pipe questions? /Font << /T1_2 49 0 R h 4.255 -3.999 5.659 -2.325 5.659 -0.227 c /T1_4 85 0 R IV. 3.588 0 l -2.026 0 l hbbd``b`@ U,OT aH11012X10 30 )~ 1 0 0 1 103.30409 667.5842 cm 1. -4.807 1.007 -3.432 1.702 -1.943 1.702 c 1 0 0 1 269.7085 360.2191 cm 2017-06-12T13:26:24-06:00 /Parent 1 0 R 11 0 obj A water line moves like an accordion when pressures are increased/decreased. -0.351 -1.267 -0.626 -0.979 -0.626 -0.634 c W/{N\ldp6mi=\2+'/8`s32A^@V.D=0kgz1>:+.O~ MHX]iL"@HE.s L,mrd_tUqbNF7 -2.822 -1.659 0.482 -0.922 0.482 -3.56 c 0.637 0 l 0.637 -0.551 0.637 -1.197 0.637 -1.549 c -1.744 1.849 -2.12 1.264 -2.12 0.556 c h Heenjoys spending time with his church where he is a speaker and treasurer, as well as spending time with his wife Susan and their two daughters, Katelyn and Shannon on their farm in Ohio. 0.023 -0.32 l ; 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. q 0 g 21.6 72 576 36 re /T1_3 1 Tf -0.34 0.157 -0.709 0.27 -1.291 0.27 c 495 0 obj <>stream From the initial standards covering pipes, water meters and steel water storage tanks, AWWA volunteers have guided the expansion of the standards program. -0.907 1.745 -0.354 1.659 0.17 1.503 c 2.651 3.59 l [ <15> 6 <11> -4 <100f> -5 <1015> 1 (\033) -12 <10> -15 <12> ] TJ The Council has grown from five to 24 members, with nearly 1,600 volunteer subject matter experts serving on 72 committees. /TrimBox [ 0 0 612 792 ] Q -3.081 -5.243 -1.965 -4.564 -1.127 -4.017 c h -0.326 3.659 0.482 3.971 1.29 3.971 c Q The pressure is increased during each test. 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. /ColorSpace << f PDF/X-1:2001 0.641 0.709 0.372 0.576 0 0 c h -0.019 Tw 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". >> -1.815 -1.503 -0.553 -2.283 0.737 -2.283 c 1 0 0 1 109.1611 685.90669 cm -0.021 Tw -0.238 -0.133 -0.504 -0.247 -0.813 -0.247 c 8 0 0 8 172.5585 29.684 Tm 0.622 -1.148 l 2.829 3.679 4.149 2.893 4.149 1.116 c HyTW/B(^ !DQJ*(BD,B]U"(""eZ+2[z k]P /Type /Page -1.768 -3.53 -0.972 -2.983 -0.63 -2.983 c Can the AWWA M41 Manual Really Fit in Your Pocket? 3.035 -1.247 3.035 -1.73 3.106 -2.113 c Q Guidelines set forth in the AWWA M41 Manual and the ANSI/AWWA C600 Standard are as follows: "Test pressure shall be 1.25 times the operating pressure. March 2003. 6.539 0 Td 6.049 -13.273 l >> -0.713 2.585 -0.082 3.19 0.434 3.19 c [ <0b> -10 <0a> 15 <0a> 17 <14> -17 <10> -21 <1c121e> -1 (\033) -28 (\036) 13 <13> -7 <12> -14 (\035) ] TJ an adequate length away from valves and fi ttings in accordance with AWWA . 396.0011 0 0 396.0011 -7.2004 17.8199 Tm 1.654 7.591 l completely from the section of piping under test. Pages 11-11. Delivery covershow the product can be packaged, marked, and shipped. /TrimBox [ 0 0 612 792 ] 1 0 0 1 357.8687 373.9989 cm /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] 0.626 -0.986 0.344 -1.267 0 -1.267 c /Height 122 0.553 -1.56 l 2.798 0.257 1.833 1.245 0.622 1.245 c /Contents 79 0 R 0.604 -0.333 l 2.956 -2.448 l 44.625 0 Td H{\O.j\J7Sv%J a0tOH=LRbl YQ_hm -]}I-Y\ >>^JTj Q What is Tuberculation and Why Did it Happen in Iron Pipe? -1.35 -1.464 -1.141 -1.526 -0.922 -1.526 c 1 0 0 1 314.4575 377.6781 cm /TrimBox [ 0 0 612 792 ] 1.975 -2.053 1.964 -2.186 2.037 -2.186 c 5.049 1.248 4.283 3.105 1.574 3.105 c 1 0 0 1 281.15379 359.6918 cm q 1.112 -2.02 0.965 -2.039 0.775 -2.039 c Documentsincludes anyreferenced papers 0.637 0.465 l 1.023 0.518 0.972 0.709 0.786 0.709 c endobj 1.717 -1.659 l /Annots [ 18 0 R ] Ensure the pump is primed before the valve is opened to the water line. 0.042 2.185 0.042 2.333 -0.041 2.333 c 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. Q 1.477 -0.76 1.477 -0.437 1.112 -0.437 c 1.383 -0.57 1.268 -0.551 1.155 -0.551 c 3.701 4.017 4.187 3.234 4.187 2.023 c -1.503 -2.226 -4.807 -3.204 -4.807 -0.568 c >> [ <14> -8 <10> -9 <15> -8 (\033) -21 <100d1a> -1 <15> -8 <1e0d0c> 48 <10> -17 (\033) -12 <09> -2 <15> -4 (\034) -8 <08> -7 (\034) -10 <0b> -42 (\031) ] TJ h 1.407 -1.118 l Q /Rotate 0 Q 3.379 -2.652 l h 24 0 0 24 377.0017 600.3509 Tm 0 g 0 -0.863 l 1.9 -1.645 1.9 -3.574 1.9 -4.623 c 4.297 -1.801 l Q /ColorSpace << 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>-. 4.127 -1.702 3.787 -1.645 3.446 -1.645 c 0 Tw /Type /Page -0.001 Tw ET -4.028 -4.368 -3.403 -4.551 -2.751 -4.551 c h 4.529 -4.859 l Q 1.326 -2.652 l 468 0 l -4.325 -3.83 l << -1.566 -2.131 -0.6 -3.118 0.622 -3.118 c 1 0 0 1 289.8315 356.3588 cm 0.604 -0.342 l 1.871 4.445 1.334 5.332 1.334 6.395 c 1.887 0.423 1.578 0.732 0.832 0.732 c C600-17 Installation of Ductile-Iron Mains and Their Appurtenances 0 Tc 377.193 341.924 -118.386 41.253 re 4.992 0.17 5.715 -0.213 6.126 -1.12 c 1 0 0 1 273.78169 349.0228 cm -0.864 -4.231 0.391 -2.977 0.391 -1.428 c h >> 4.254 -3.999 5.658 -2.325 5.658 -0.227 c /TT0 60 0 R /T1_2 1 Tf 0 -1.2 TD 1 0 0 1 93.53391 669.5269 cm But wait, you have not pressurized the line. subsqueous Crossings 0.566 0 l -1.433 4.084 l -1.503 -2.226 -4.807 -3.204 -4.807 -0.568 c 1 0 0 1 78 131.78571 cm ", Deflection of joints -after the pipe is homed. /GS0 62 0 R f 4.666 2.283 l 1.34 -1.483 1.34 -1.645 1.364 -1.773 c -1.344 -4.726 -1.996 -5.362 -2.646 -5.362 c 0.181 1.226 -0.076 1.849 -0.984 1.849 c /T1_1 1 Tf 0.276 -2.039 0 -1.73 0 -1.246 c /C2_0 39 0 R 0.665 0.441 0.865 0.803 1.278 0.803 c >> /Producer (PyPDF2) q -0.352 0.57 -0.157 0.522 0.042 0.479 c /Rotate 0 4 M /GS2 gs 1 0 0 1 271.1812 368.51601 cm American Water Works Association 0.88 -3.318 l 0.63 -1.832 l 0.641 -1.462 l Q -1.323 -4.209 m -1.511 0.808 m -6.382 -3.829 m 6.977 -1.985 l endobj 0.162 -1.764 -0.347 -1.992 -0.865 -1.992 c 0.622 1.245 m f >> 3.929 -7.913 l 0.021 Tc 1 0 0 1 128.63091 669.668 cm /T1_2 85 0 R >> 1.193 -1.148 1.262 -1.348 1.262 -1.742 c -0.471 0 l PDF/X-1:2001 /F1 12 Tf h 0.641 -1.462 l f 1 0 0 1 0 684 cm W f 0 0 m >> The husband then presents the question to grandma. q h /TrimBox [ 0 0 612 792 ] stream /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] h -1.745 0.023 -1.326 0.585 -0.561 0.585 c 0 0 m -0.483 5.607 m T* 0.699 0 l -1.054 -1.3 -0.951 -1.064 -0.713 0.103 c /GS1 65 0 R 1.887 -0.299 l q 133.566 671.059 1.9 -7.304 re 0 -5.353 l 1.887 0.423 1.577 0.732 0.832 0.732 c Q -15.094 -1.221 -15.561 -2.749 -15.561 -4.258 c 3.9 0.17 4.099 0.17 4.297 0.113 c Attention to detail is of the utmost importance: Anyone who has searched for a leak will attest to the importance of proper installation. 1.459 0 l 2.085 0 l q 0 0 m 1.644 0.281 m 1 0 0 1 325.1572 353.10201 cm f 1.307 0 1.865 0.266 1.865 0.99 c /T1_0 1 Tf /MediaBox [ 0 0 612 792 ] q 1 0 0 1 102.5811 682.9713 cm 1 0 0 1 121.7533 665.8683 cm /Annots [ 18 0 R ] 0 Tw 0.391 -0.922 0.234 -0.41 0 0 c adobe:docid:indd:5cad130e-228d-11dd-b753-bc3d6c84f515 -1.341 -1.977 -1.745 -1.431 -1.745 -0.685 c /Rotate 0 Practice patience. 1.44 0.038 l >> 0 0 m /ColorSpace << -0.237 -0.133 -0.504 -0.247 -0.813 -0.247 c 0.1 -1.896 l 0.482 -5.262 -1.036 -5.942 -2.581 -5.942 c 1.852 0 1.852 1.953 1.852 3.146 c 1.593 -2.102 1.593 -2.05 1.57 -1.628 c (\031\202) Tj >> 5.658 2.184 3.999 3.644 1.829 3.644 c 0.021 Tc /GS2 gs /Annots [ 18 0 R ] 0.637 0 l 1.865 1.928 1.142 2.004 0.381 2.004 c 1.886 2.397 l /Contents 99 0 R f 1.739 -3.318 l >> >> 3.801 -2.808 3.006 -3.148 2.084 -3.148 c 0 0 m American Water Works Association has the resources and tools you need to progress as a water professional. 1.892 0 l xmp.did:1c4714f5-eb15-8f40-9b40-cde12344e46e >> -2.269 -4.551 -1.503 -4.368 -1.503 -3.659 c /T1_0 1 Tf f 0 -10.636 l This Standard Describes Underground Installation And Pressure Testing Requirements For. f 0 0 m -0.01 Tc 0.019 Tc 38.086 0 Td q 0.22 -1.009 0.226 -1.034 0.241 -1.058 c