0.637 -3.565 l 1 0 0 1 215.36369 689.2394 cm f 0.003 Tw /T1_1 55 0 R 2.329 -0.665 l 2.085 0 l American Water Works Association has the resources and tools you need to progress as a water professional. 0.603 -0.332 l 4.326 -1.751 l 0 0 m Q 0 Tw <0a1b> Tj 0.025 Tw /GS2 63 0 R 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. 3.153 -1.152 3.174 -1.27 3.174 -1.389 c 0.18 -0.652 l Installers may, at times, have a misconception that water lines do not move because of earth loads of six to eight feet, for example. 0 0.465 l Test Report 1. -0.114 0.052 -0.238 0.09 -0.433 0.09 c 2.484 -1.988 1.645 -2.827 0.617 -2.827 c <>/XObject<>/ProcSet[/PDF/Text/ImageB/ImageC/ImageI] >>/MediaBox[ 0 0 612 792] /Contents 4 0 R/Group<>/Tabs/S/StructParents 0>> >> 0 g Adobe PDF Library 15.0 Her husband does not understand why she is cooking a 5-pound turkey in a 10-pound pot. /F1 54 0 R /TrimBox [ 0 0 612 792 ] -1.2 -2.688 -0.755 -3.19 -0.176 -3.722 c f Q Q -0.284 6.069 l Q f f /Rotate 0 q 2.139 1.284 m /CropBox [ 0 0 612 792 ] [ <1f8f8f8d0d> 15 <1011051990> 20 <9d191f89118d0f07040c191e04060f0d0c048a191d06040c05048d050e191c0c0e060f06880611191d118f0602197f01> 50 <197f16141602> ] TJ /Rotate 0 American Water Works Association 0 0 m endobj -0.34 0.156 -0.709 0.27 -1.29 0.27 c h Includes Looking for answers to your DI pipe questions? This Standard Describes Underground Installation And Pressure Testing Requirements For. endobj ET [ <080b0b1107060f1011190504061103191e0d> 15 <10> 60 <02191401> 50 <197f16141602> ] TJ 377.193 341.924 -118.386 41.253 re 4.313 0.482 3.235 -1.599 0.47 -1.599 c /Contents 68 0 R 2.935 1.263 l 4.529 -9.033 l 0.637 -1.141 l q DRAWN DESIGN DATE REV TRUCKEE MEADOWS WATER AUTHORITY 7/2011 2ND ENGINEERING & CONSTRUCTION STANDARDS /Font << 1.092 2.397 0.156 2.326 -0.567 1.971 c 0 Tw Requirements lists minimum requirements for a product to meet the prescribed standard h -2.822 -1.659 0.482 -0.922 0.482 -3.56 c Submit the following in accordance with Section 01300 Submittals: - 1. /Type /Page 18.046 -39.6 l /Filter /FlateDecode f /GS0 62 0 R Installing Ductile-Iron Mains /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] Q 0 Tw q h First edition approved by AWWA Board of Directors May 8, 1977.This edition approved June 20, 2010. >> 13 0 obj h General B. 0 -0.704 0.47 -1.265 1.279 -1.265 c 2.61 0 l 24 0 0 24 377.0017 600.3509 Tm /T1_0 1 Tf Work smart, work hard, and work safe! 6.438 -3.333 l Let's be perfectly clear: An air test is absolutely not the same as a hydro test. 0 -9.033 l 0.32 5.08 l 1.688 0 l proof:pdf 0 0 m /Annots [ 18 0 R ] 1.892 0 l 0 0 m 2.956 -2.448 l /Parent 1 0 R %PDF-1.5 /TT0 1 Tf stream (\031) Tj h 1 0 0 1 271.17239 349.7504 cm Q /T1_2 29 0 R f Testing 607 Repair and Abandonment . 0 0 m -1.503 -2.226 -4.807 -3.204 -4.807 -0.568 c 0 -1.2 TD 2.199 -1.304 1.901 -2.793 1.901 -3.73 c Approved by American National Standards Institute Feb. 14, 2017. -5.059 -0.41 -5.216 -0.922 -5.216 -1.428 c 1 0 0 1 93.53391 669.5269 cm 4.504 -4.859 l 0.323 -1.065 m 0.972 -0.664 0.62 0 0 0 c f q 1 0 0 1 123.3138 684.3322 cm /Resources << 3.135 -4.608 3.461 -4.538 3.659 -4.409 c Use of theStandard:Includes anyoptions oralternatives in the foreword. /GS1 65 0 R 2.139 1.284 m /T1_2 85 0 R 1.925 -1.773 l 1.34 -1.483 1.34 -1.645 1.364 -1.773 c 1 0 0 1 84.4866 682.4324 cm 1.307 -0.832 1.279 -1.007 1.174 -1.145 c 1.852 -3.997 l 1.654 7.591 l 0.613 -0.332 l 4.198 -3.333 l Therefore, the number of times a line is exercised may vary. 3.077 2.17 3.673 1.12 3.673 0 c Jerrys responsibility is to provide technical support for water professionals at all levels including engineers, private water companies, contractors, municipalities, and water districts. 2.426 -0.157 3.234 0.17 4.226 0.17 c Q h 2.651 3.59 l Files AWWA C600-17 Installation of Ductile-Iron Mains and Their Appurtenances .More Information List Price: $140.00 Member Price: $98.00 Quantity: -4.623 -4.07 l >> >> /GS2 gs q q 0 -0.703 0.47 -1.264 1.279 -1.264 c 1.613 -0.975 1.995 0.473 2.233 1.211 c W >> /T1_1 85 0 R 1.901 -1.645 1.901 -3.574 1.901 -4.623 c 1 0 0 1 281.8047 359.5443 cm Ri pu>,s(^ FIRc;ZS"]MN??$WQ?RPNhNN!7ofGyvj81k9FM&tlrV^$~>c+o%d 4.68 0.057 4.666 0.61 4.666 1.347 c 0 0 m 0.323 -0.689 0.746 -0.642 1.031 -0.642 c W 1.307 -0.642 l 3.593 -2.448 l It may be necessary to supplement this standard with special requirements not included in this standard (see foreword, Sec. 1.852 0 1.852 1.953 1.852 3.146 c Heenjoys spending time with his church where he is a speaker and treasurer, as well as spending time with his wife Susan and their two daughters, Katelyn and Shannon on their farm in Ohio. /TT0 60 0 R -2.822 -1.659 0.482 -0.921 0.482 -3.559 c -4.028 -4.368 -3.403 -4.551 -2.751 -4.551 c 133.566 671.059 1.9 -7.304 re S /T1_0 105 0 R /Resources << 4.666 4.439 3.743 5.361 1.517 5.361 c 2017-05-31T09:35:36-06:00 If there is a conflict between the two the more conservative shall apply. -2.524 6.069 l 1.023 0.518 0.972 0.709 0.786 0.709 c 0 g /T1_0 85 0 R h Documentsincludes anyreferenced papers h endobj 6.467 -1.305 6.311 -2.808 6.311 -3.758 c Testing of Pressure Piping to be performed according to AWWA C600 (DIP), AWWA C605 (PVC) and the following as applicable: Hydrostatic testing procedure: Testing shall be performed in the presence of the CFPUA representative. q 0 0 m Q Service Taps /T1_2 85 0 R 1.827 -3.997 l Q Keep in mind there are documented procedures and knowledgeable McWane Ductile staff available for assistance. perform visual inspection or non-destructive testing requirements of this section. Committee Personnel: Lists the expert volunteers who are responsible for developing and updatingthe standard. 1.44 -0.603 l /Annots [ 18 0 R ] 0.637 -0.551 0.637 -1.197 0.637 -1.549 c /T1_2 49 0 R 0.637 -1.35 0.694 -1.545 0.937 -1.545 c 1.887 -0.299 l >> 1.202 0.465 l -50.082 -1.25 Td 0.637 -2.448 l %%EOF /TT0 60 0 R q All head pressure will thus be included in the reading on the gauge. !G,N )M$b9s/!J(Af2dR8|VhZ9B4,'DVBBe BfcF~6J;82[PF-dJiX(I] !3Czz?~ZZ:rY~2nELIwM^cZzV`t=!MBfY fCRf6FH\1V)8VK?l>S>!nm^fXx{='T5[cW\C;XN5Y+J=t`g eSH$4)HoU{B6a{PRlD?xDlDpD~ .Jaz';uA2WO{ E#-G:*X^9BLs.le>i75? 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. -1.271 -4.046 -1.271 -3.929 -1.344 -3.929 c There is an extremely good chance that the most common installation, regardless of the pipe material, is improper tightening/torque of MJ bolts. 0 Tc 8.765 -9.898 l (\031) Tj f [ (\205) -21 (\206) -14 <11191f> -10 (\210) -21 <06> -19 (\206) -12 <0d> -14 (\215) -19 <0f> -16 <06> -26 <04> -13 <06> -14 <0f> -17 <10> -10 <111912> -8 <11> -11 <0e> -13 <0d> -14 (\210) -12 (\215) -20 <07> -19 <11190d> -15 <0c191d> -21 <04> -12 <0b> -13 <11191a> -3 <04> -13 <06> -8 <11> -11 (\215) -36 (\223) ] TJ 0 0 m Water temperature is not typically a huge factor during hydrostatic testing but must be considered at times. /T1_0 1 Tf 0.085 0.978 0.624 1.716 1.687 1.716 c h 0 30.063 l 1.697 0.803 1.897 0.452 1.897 0.076 c -0.483 5.607 m /MediaBox [ 0 0 612 792 ] 18 0 obj Contact Us, McWane Ductile product engineers or sales representatives, ANSI/AWWA C600 Installation Guide for Ductile-Iron Mains and Their Appurtenances. 0.594 -0.342 l -1.35 -1.464 -1.141 -1.526 -0.922 -1.526 c 1 0 0 1 269.7085 360.2191 cm First edition approved by AWWA Board of Directors May 8, 1977. 0.613 -0.333 l << What Are the Pressure Requirements for Pipe Testing? f /GS2 63 0 R -0.326 3.645 -1.986 2.183 -1.986 -0.227 c h 2.338 -0.665 l 0.63 -1.832 l 1.193 -1.148 1.262 -1.348 1.262 -1.742 c 377.597 384 m h Q /T1_3 69 0 R 0.637 1.16 l q -1.612 0.337 -1.15 0.57 -0.651 0.57 c q /F1 54 0 R f /CS0 cs 0 0 m Q /ColorSpace << -0.145 -4.327 0.114 -4.032 0.569 -3.47 c 0.956 -0.261 l 4.27 9.186 4.869 8.817 5.097 8.595 c 1.406 1.167 1.644 0.665 1.644 0.281 c 0.19 7.434 l -2.893 0 l /ExtGState << -1.29 1.617 -1.815 0.978 -1.815 -0.113 c Volume 29, Issue 3. ET h >> 1.611 -0.841 1.607 -0.437 1.197 -0.437 c 1.887 0.423 1.578 0.732 0.832 0.732 c /GS2 gs 4.255 -4 5.658 -2.326 5.658 -0.227 c 1 0 0 1 342.3291 356.95641 cm 5.049 1.248 4.283 3.105 1.574 3.105 c -1.049 1.702 -0.468 1.56 0.128 1.433 c -0.606 1.245 -1.566 0.251 -1.566 -0.937 c f uuid:30eca241-7de2-456d-bac9-3192a24bd32d 0.383 -2.525 0 -1.206 0 0 c 3.673 -1.22 3.29 -2.524 1.829 -2.524 c /CS0 66 0 R 4.326 -9.033 l 3.602 -3.829 l 3.801 -2.808 3.006 -3.148 2.085 -3.148 c -1.323 -4.209 m The hydrostatic test parameters must be clearly defined during the design phase and stated in the project specifications. 258 384 l -0.76 -1.526 -0.504 -1.464 -0.504 -1.227 c 1.459 0 l q -0.341 6.572 l 3.588 1.39 l f >> 0.353 0 0.626 -0.291 0.626 -0.634 c 0 0 0 1 K -0.003 Tc 69.124 14.772 l I am honored as a water professional to do my part in Building Iron Strong Utilities for Generations." Jerrys favorite quote: "I can do all things through Christ who strengthens me.jerry.regula@mcwaneductile.comhttps://www.linkedin.com/in/jerry-regula-6a87b8138/. A water line moves like an accordion when pressures are increased/decreased. 0 0 m 0 -3.565 l -0.312 -0.222 m /GS2 64 0 R (\221\221) Tj <> Q Multiple air release locations may be provided due to the contour of the line. >> The bride responds, "That's the way mom did it." -2.467 0.27 -3.219 -0.666 -3.219 -2.042 c /GS0 62 0 R JRhas been with McWane Ductile for more than 30 years, starting on the ground floor. 1.203 0 l f 0.31 -6.646 m 4.297 -1.801 l 4.666 4.439 3.744 5.361 1.518 5.361 c -0.651 -7.887 -1.716 -9.216 -2.429 -9.216 c f 0 0 0 1 K 0.88 -3.318 l Buy Now AWWA C230-22 Stainless-Steel Full-Encirclement Repair & Service Connection Clamps for Pipe /GS1 65 0 R 1 0 0 1 317.19679 350.7831 cm /Font << 0 Tc 2.158 -1.118 l -0.404 -8.773 0.31 -8.093 0.31 -6.646 c 0.558 6.232 0.527 6.439 0.134 6.498 c /Rect [ 21.6 756 597.6 792 ] 0.5 w 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. q 0 0 m Q >> -5.204 0.071 -3.957 1.745 -1.673 1.745 c endobj /TrimBox [ 0 0 612 792 ] f HyTW/B(^ !DQJ*(BD,B]U"(""eZ+2[z k]P /Font << /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] /Rotate 0 /GS2 63 0 R /T1_1 34 0 R How many times in your life have you encountered a situation such as this one: A newlywed wants to cook Thanksgiving dinner. /T1_1 80 0 R 1.901 0 l /Contents 99 0 R 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 4 M 1 0 0 1 132.4744 685.90669 cm /Type /Page 0.013 Tc 1.654 7.591 l Find a Standards Committee of interest. 18.046 -39.6 l ET -0.351 0.57 -0.157 0.522 0.043 0.48 c 2.325 0.761 l [ <16> -75 <16> -37 <02> -52 (\203) -60 <7f> -54 <17> -49 <0284> -32 (\216) -73 (\216) -33 (\204) ] TJ 3.588 0 l 1.887 -0.299 l 3.021 -4.539 3.815 -4.34 4.509 -3.957 c 0.556 1.297 0 0.808 0 0 c -1.483 1.136 -1.302 1.383 -0.945 1.383 c /A << 1.673 0.954 2.484 0.086 2.484 -0.937 c h 16 0 obj q -2.283 -1.599 l 4 M 4.44 -3.425 l xmp.id:aed345ab-73fa-5f4a-b0b4-cf6ed22bbb08 << 1.896 -0.333 1.768 -0.77 1.279 -0.77 c /Annots [ 18 0 R ] -4.027 -4.367 -3.403 -4.553 -2.751 -4.553 c -2.283 7.434 m [ <0b> -10 <0a> 15 <0a> 17 <14> -17 <10> -21 <1c121e> -1 (\033) -28 (\036) 13 <13> -7 <12> -14 (\035) ] TJ /BleedBox [ 0 0 612 792 ] /Type /Page 468 0 l 0 0 m 1.9 -7.091 l 0 0 m The pressure is increased during each test. 0.6 7.089 1.147 7.384 1.52 7.665 c Installation of Ductile-Iron Water Mains and Their Appurtenances AWWA C600-05 and AWWA C605-05 1.03 TEST PRESSURES A. ", Deflection of joints -after the pipe is homed. -5.204 0.071 -3.957 1.745 -1.674 1.745 c March 2003. 4.779 -2.113 l Fill the line at the lowest possible location while providing an air release at the highest location. Approved by American National Standards Institute Feb. 14, 2017. 258 341.102 l /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 ] 37.179 0 Td -0.844 30.063 l /Parent 1 0 R BT 0 Tw 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. /BleedBox [ 0 0 612 792 ] 2.561 0.808 2.006 1.297 1.279 1.297 c -0.742 0.104 -0.946 0.043 -0.946 -0.167 c 6.048 -13.273 l f Q h /ExtGState << >> /CropBox [ 0 0 612 792 ] 1 0 0 1 348.2222 356.95641 cm q 1 0 0 1 277.62109 355.2411 cm 1.925 -1.773 l f ; 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. -1.706 -1.418 l 0 0 m 1.644 0.281 m /C2_0 39 0 R /CS0 66 0 R 0.499 -1.364 0.323 -1.273 0.323 -1.065 c 10.111 -7.913 l 0.181 0.371 l f 1 0 0 1 284.22411 360.2191 cm /Annots [ 18 0 R ] /Parent 1 0 R /T1_4 80 0 R f /T1_0 34 0 R 2.044 3.318 l h /T1_0 1 Tf 10 0 0 10 258 228.8749 Tm Q Q 0.561 0.732 0.228 0.661 -0.019 0.547 c 2.091 -1.265 2.561 -0.704 2.561 0 c -0.021 Tw f endobj The make-up water is measured and documented after each test. -0.127 -3.044 -1.357 -2.232 -1.89 -0.761 c -0.844 0 l 1 0 0 1 282.9355 349.79781 cm 1 0 0 1 323.9854 372.07069 cm /Type /Page h /Contents 104 0 R These AWWA Standards address all facets of water treatment and delivery. 2.938 -3.318 l 0 0 m 0.4 -1.365 0.731 -1.039 0.731 -0.634 c -0.01 Tc 32 0 0 32 258 531.8003 Tm 0.736 -0.437 0.637 -0.936 0.637 -1.25 c 0.1 -1.896 l -1.986 -0.227 m /T1_3 80 0 R /Type /Page 1 0 0 1 187.5118 688.50121 cm First edition approved by AWWA Board of Directors May 8, 1977.This edition approved Jan. 14, 2017. h 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. Q 4.254 -3.999 5.658 -2.325 5.658 -0.227 c PDF PVC PIPE FIELD TESTING - MAXIMUM TEST PRESSURE - Uni-Bell 0.181 1.226 -0.076 1.849 -0.984 1.849 c 0.104 -1.802 -0.279 -1.788 -0.703 -1.788 c uG| ?~U;P8L.=66 89#o (\t*V>8`^icp;j G ~%Ld! f+61G*6oq/oyZ;3]Q;O5.hiLZ Two to four psi is all that is required for an air test. an adequate length away from valves and fi ttings in accordance with AWWA . 468 0 l /T1_2 80 0 R n 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. 1.602 -2.283 2.552 -1.829 2.992 -1.021 c Q 1 0 0 1 276.9272 353.4496 cm 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. /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] 1.706 -2.939 0.899 -3.604 0.103 -4.017 c >> 1.307 -0.832 1.279 -1.008 1.174 -1.146 c 2 0 obj Q /C2_0 39 0 R -2.295 -8.226 -1.706 -8.773 -1.106 -8.773 c Fromdesign to installation, we take great pride in providing education and trainingto water professionals throughout the water and waste water industry. -0.631 0 -1.2 -0.709 -1.2 -1.817 c 3.928 -7.913 l /Rotate 0 VI. -1.158 -2.466 -0.062 1.787 -0.01 1.994 c f -2.269 -4.553 -1.503 -4.367 -1.503 -3.659 c 1.092 2.397 0.156 2.326 -0.567 1.971 c 0 2.131 -3.425 l f -1.744 1.849 -2.12 1.264 -2.12 0.556 c 3.02 -1.021 l f -0.732 -1.034 -0.408 -1.365 0.001 -1.365 c 1.307 -0.642 l 1 0 0 1 353.1221 349.7348 cm 1 0 0 1 301.36771 347.62289 cm f 0 0 m 2.411 3.971 2.936 3.574 2.936 2.397 c Web evaluation of the required testing. Q 4.529 -4.859 l >> f /F1 54 0 R 258 341.102 120 42.898 re 0.665 0.441 0.865 0.803 1.278 0.803 c adobe:docid:indd:5cad130e-228d-11dd-b753-bc3d6c84f515 1.688 -1.659 l /T1_4 1 Tf /Rotate 0 PDF Installation of Ductile- Iron Mains and Their Appurtenances /ExtGState << 6.708 -7.304 l 1 0 0 1 0 684 cm This standard covers the minimum requirements for the installation of ductile-iron water mains and their appurtenances, including materials, dimensions, tolerances, and testing procedures. 6.949 -1.985 l endobj 0.021 Tc 1.616 0.292 0.89 0.292 0.736 0.292 c /TT0 60 0 R 0.31 -6.646 m 1.83 -0.993 l 1.04 SUBMITTALS A. 2 0 obj h 1.44 -0.603 l Q Q -2.269 -4.551 -1.503 -4.368 -1.503 -3.659 c 0 g /Contents 90 0 R /Annots [ 18 0 R ] 6.356 0 l /BleedBox [ 0 0 612 792 ] 1 0 0 1 126.2207 680.71609 cm 1.121 0 Td 1.273 -2.056 1.291 -2.131 1.336 -2.205 c 0.879 -3.318 l >> 0.637 0 l 1.316 -2.652 l 1 0 0 1 280.4966 356.11169 cm 1.649 2.652 l 0 0 m 1 0 0 1 78 131.78571 cm << 0.761 -1.446 l https://www.linkedin.com/in/jerry-regula-6a87b8138/, How to Use the McWane Ductile Iron Pipe Submittal Builder. 0.566 -0.555 l /GS3 63 0 R <>>> Cover: Includestheabbreviation for thestandard name in the upper righthand corner. 0.383 -2.524 0 -1.205 0 0 c 0.689 0 l 0.56 0.732 0.228 0.661 -0.019 0.547 c 0.956 -0.262 l McWane Ductile is proud to be a part of the McWane family of companies. 2.056 -1.305 1.9 -2.808 1.9 -3.758 c 1.202 0 l 0 1.39 l 2. f 1.17 1.284 l 3.673 -1.22 3.29 -2.524 1.829 -2.524 c /C2_0 39 0 R 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. /T1_4 49 0 R /GS1 65 0 R /GS2 gs ET -0.581 0.198 -1.007 0.313 -1.702 0.313 c /ColorSpace << /TT0 60 0 R /BleedBox [ 0 0 612 792 ] >> /GS2 gs 1 0 0 1 78 622.85091 cm 0.737 -0.437 0.637 -0.937 0.637 -1.25 c -1.593 -3.574 -1.924 -2.88 -1.924 -2.2 c /T1_2 1 Tf 1.49 -0.913 1.616 -0.662 1.616 -0.389 c These piping systems often contain components made from other materials. 0.972 -0.664 0.62 0 0 0 c 0 0 0 1 K 0.575 -0.555 l [ (\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 0.98 0.76 l 5.049 -1.305 l Hydro testing a new water line essentially begins during the design phase. x;i ?f@ v{0o>p$$'$DUWW]OC>&]oMpu{}k?#yUDM=/!Y.e'gE.WJ-eHr\eOr%2]\5\@? 1.05 -1.545 1.159 -1.522 1.227 -1.478 c 0.292 -0.625 0.335 -0.542 0.335 -0.45 c -0.007 Tw 78 663.585 150.026 74.415 re <0a10> Tj >> 1.697 0.803 1.896 0.451 1.896 0.076 c /ExtGState << q >> -0.631 0 -1.199 -0.709 -1.199 -1.817 c 0.33 -0.761 0.685 -1.294 1.561 -1.294 c 0 0 m -1.986 -2.326 -0.581 -4 1.829 -4 c /TrimBox [ 0 0 612 792 ] Files 2.499 1.307 -1.51 0.292 -1.51 3.781 c 2.512 5.607 l 0 -2.448 l 1.829 -0.993 l Q -15.561 -8.879 -11.818 -12.623 -7.197 -12.625 c 0.86 -1.83 1.179 -1.678 1.327 -1.407 c endobj 1 0 0 1 0 0 cm (\031) Tj 284.59 351.319 0.637 -0.608 re 6.262 11.88 274.426 274.027 re Q VpWf1q[tRJkG%`>npBXZg[k/h"7/Eba[ -, Nv 0.709 5.361 -0.283 5.148 -1.021 4.808 c 1.9 -7.303 l 4.368 -10.636 l 0.794 -0.77 0.665 -0.328 0.665 0.076 c /CropBox [ 0 0 612 792 ] 0.731 -0.234 0.408 0.098 0.001 0.098 c Q 7 0 obj 0.646 -2.377 l q -0.504 -0.747 -1.611 -1.075 -1.611 -0.19 c h 0 0 m << /ColorSpace << -1.065 1.595 -1.117 1.698 -1.106 1.816 c The dangers of compressed air cannot be over emphasized. /Type /XObject 0.617 0.954 m 0 0 m 17 0 obj 0.956 -0.262 l 1 0 0 1 306.67239 348.745 cm 1 0 0 1 308.52049 371.5121 cm 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. -0.002 Tc 0.012 Tc 2.562 0.808 2.005 1.298 1.279 1.298 c /F1 54 0 R q 0 0 m /Annots [ 18 0 R ] 4.435 6.897 l 3.389 -2.652 l -0.709 -4.425 -0.113 -4.226 0.213 -4.084 c Continue to grow your professional development through American Water Works Association. Q 2.795 0 l 0.774 3.679 l /Annots [ 18 0 R ] 1.477 -0.76 1.477 -0.437 1.112 -0.437 c 1 0 0 1 293.9146 354.72839 cm Q 1 0 0 1 144.24471 688.50121 cm << 1.901 -1.645 1.901 -3.574 1.901 -4.623 c 0.646 -2.097 l h -0.761 -1.526 -0.504 -1.464 -0.504 -1.226 c 2.562 0.808 2.005 1.298 1.278 1.298 c -2.822 -1.659 0.482 -0.922 0.482 -3.56 c Unknown 0 0 0 1 K Q /Font << /Type /Page h /MediaBox [ 0 0 612 792 ] -1.107 -1.992 -1.355 -1.949 -1.588 -1.887 c 172 0 obj <> endobj -1.55 -1.364 l /Font << -1.433 4.084 l 0 0 m f -0.695 3.105 -1.815 1.361 -1.815 -0.751 c -0.115 0.052 -0.238 0.09 -0.433 0.09 c f This edition approved Jan. 14, 2017. 4.023 -13.273 l 1 0 0 1 314.4575 377.6781 cm 1.34 -1.483 1.34 -1.645 1.364 -1.773 c -0.086 -1.953 -0.276 -1.977 -0.537 -1.977 c 1.886 2.397 l h 3.021 -1.021 l /Annots [ 18 0 R ] -1.923 -0.738 -1.023 0.443 0.052 0.443 c 1.128 0 Td 0 1.121 1.262 1.263 2.113 1.263 c 1 0 0 1 275.71581 358.4276 cm 2.956 -0.988 l 0 0 m 0.604 -0.342 l 0 0 m /C2_0 39 0 R 1.246 -1.982 l 0.637 1.16 l 1.852 0 1.852 1.953 1.852 3.146 c 1.477 -2.448 l -2.578 -12.623 1.166 -8.879 1.166 -4.258 c T* 6.708 -7.303 l -0.341 6.572 l q 1.131 0.266 1.307 0.133 1.307 -0.262 c /Count 13 AWWA C600 January 1, 1993 Q -0.626 -0.291 -0.356 0 0 0 c /Annots [ 18 0 R ] 1.302 -3.043 1.147 -2.851 1.147 -2.673 c -0.964 3.177 m 378 384 l AWWA C600 is a standard for pressure testing of municipal water systems. 2.751 1.716 3.177 0.922 3.233 0 c /GS2 63 0 R h 1.903 0 l /ExtGState << 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. 6.539 0 Td 4 M q /BleedBox [ 0 0 612 792 ] /Type /Page 3.716 -5.913 l /C2_0 39 0 R 1.246 -2.211 l /GS2 63 0 R /GS1 65 0 R /GS0 62 0 R q q 2.751 1.716 3.177 0.922 3.233 0 c 0.637 -1.35 0.694 -1.545 0.936 -1.545 c 8.075 -13.273 l /BleedBox [ 0 0 612 792 ] 02702 - 2 of 6 Kansas City, Missouri Revised 07/31/20 Water Services Department Standard Specifications 1.07 CONTRACTOR SUBMITTALS A. 4.808 -3.404 l Q application/pdf -2.893 0 l Crews have worked through inclement weather. 1 0 0 1 285.645 349.0228 cm (Revision of ANSI/AWWA C600-10) AWWA Standard Installation of Ductile-Iron Mains and Their Appurtenances Effective date: July 1, 2017. f h 1 0 0 1 178.9321 685.90669 cm /T1_0 34 0 R 0 0 m 2.426 -0.156 3.234 0.171 4.226 0.171 c 1 0 0 1 288.07761 355.2411 cm f 1 0 0 1 273.78169 349.0228 cm 4.658 0 l 189 0 obj <>stream -3.999 -5.899 -5.204 -4.268 -5.204 -2.042 c Explanation: Defineswhat an AWWA Standard is and what it covers. -6.382 -3.83 m 0 Tc /Parent 1 0 R 5.049 -1.305 l -4.027 -4.367 -3.404 -4.553 -2.751 -4.553 c 4.127 -1.702 3.787 -1.645 3.446 -1.645 c 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. -0.023 Tw 4.41 -2.269 4.41 -1.305 3.318 -1.305 c h /Type /Catalog 0.103 -1.802 -0.279 -1.788 -0.703 -1.788 c 6.949 -1.985 l q 0 -2.448 l T* IV. 6.111 0 Td /GS2 gs -3.304 -5.942 -4.042 -5.814 -4.736 -5.63 c /ExtGState << q 8.339 0 l /ExtGState << 1.126 -8.152 0.01 -9.216 -1.148 -9.216 c -4.623 -4.07 l HWN$7 2.085 0 l 4.666 2.283 l 278.967 351.319 0.637 -0.608 re / /Contents 100 0 R /TT0 60 0 R Pop both balloons. -0.326 3.645 -1.985 2.183 -1.985 -0.227 c The same basic principles can be applied to most other materials as well. -1.986 -2.325 -0.582 -3.999 1.829 -3.999 c 1 0 0 1 89.166 685.90669 cm 5.191 -9.898 l 0 0 m 1 0 0 1 273.32471 354.7758 cm 0 Tc /T1_2 49 0 R 4.666 2.283 l Learn about events and education through American Water Works Association. 0.907 -3.148 0.085 -2.482 0 -1.305 c h 2.956 -0.76 2.956 -0.437 2.59 -0.437 c Q 0.622 -1.148 l /T1_2 80 0 R 0 Tc -2.601 -3.425 l 0.641 -1.462 l 5.659 2.183 3.999 3.645 1.829 3.645 c f /BleedBox [ 0 0 612 792 ] -2.283 7.434 m 278.967 350.263 0.637 -2.448 re 1.126 -8.152 0.01 -9.216 -1.148 -9.216 c -0.238 -0.133 -0.504 -0.247 -0.813 -0.247 c 1 0 0 1 270.791 354.5668 cm >> 1 0 0 1 271.1812 368.51601 cm From source to storage, from treatment to distribution, AWWA Standards cover the products and processes related toall areas of water treatment and supply. q 0.565 0 l 278.259 361.275 0.637 -0.608 re /Resources << 0.604 -0.333 l h 5.191 -9.898 l AWWA C600-10 Installation of Ductile-Iron Mains and Their Appurtenances Downloading: Allowed Max downloads:5 This standard describes installation procedures for ductile-iron mains and their appurtenances for potable water, wastewater, and reclaimed water. /T1_0 34 0 R WARNING: The testing methods described in this section are for water-pressure testing only. W -0.471 0 l /Producer (PyPDF2) -0.499 -0.713 -0.233 -0.646 0 -0.518 c 2.411 4.123 2.068 4.593 1.408 4.593 c -0.031 0.532 0.052 1.27 0.186 1.713 c 1 0 0 1 102.5811 682.9713 cm -0.255 -5.828 -0.822 -5.9 -1.602 -5.9 c f Q q 0 -0.591 -0.403 -0.694 -0.507 -0.694 c True 1.074 -1.278 0.922 -1.364 0.728 -1.364 c 0 Tw A "known value" container such as a quart jar or incremented gallon bucket may be used to refill the original supply source. &SYXeI/$ji+>x')aP46/'J?n[//~sKxJ#OYOzL|*GaI@:@63v LDWQ>eg,MN[ Z8J|c^dJw[]0: pl.Mc~U0,JoLlRU. PDF Minimum Installation and Testing Requirements - Broward County, Florida BT converted -2.285 -1.329 -2.605 -2.525 -2.636 -3.663 c /GS2 gs /T1_3 85 0 R 0.32 5.08 l -0.317 -1.599 l 1.901 3.46 l 2.595 -0.576 3.442 0.029 3.442 1.506 c Thousands of utilities in North America and other countries, have adopted AWWA Standards as part of their processes and procedures. 1.901 -4.027 2.07 -4.609 2.794 -4.609 c Together, we are Building Iron Strong Utilities for Generations! f Q 0.31 -5.509 -0.269 -4.829 -0.848 -4.342 c 0.603 0 l f -0.761 -1.526 -0.504 -1.464 -0.504 -1.227 c 1.293 3.318 l q This includes products that comply with ANSI*/AWWA C900, ANSI/AWWA C907, or ANSI/AWWA C909. endstream endobj startxref /F1 54 0 R stream /CropBox [ 0 0 612 792 ] /ColorSpace << 10.083 -7.913 l 10.21 0.17 10.721 -1.064 10.721 -2.694 c 14 0 obj 0 -1.125 TD 1 0 0 1 124.87289 700.60249 cm >> Yes, a ductile iron cap is heavier than a balloon, which ultimately means it will do more damage when it lands.

Pet Burial Laws Ct, Articles A