2.426 -0.157 3.234 0.17 4.226 0.17 c 0.254 0 l -0.114 0.052 -0.238 0.09 -0.433 0.09 c /Type /Page -2.12 -0.247 -1.649 -0.713 -0.841 -0.713 c AWWA is the voice of water in the nation's capital. << 1.896 -0.333 1.768 -0.77 1.278 -0.77 c Learn about events and education through American Water Works Association. Click here to purchase the full version from the ANSI store. f f DRAWN DESIGN DATE REV TRUCKEE MEADOWS WATER AUTHORITY 7/2011 2ND ENGINEERING & CONSTRUCTION STANDARDS Find decades of Ductile iron expertise with installation guides, videos, tip sheets, training resources, and more in our Learning Center. /CropBox [ 0 0 612 792 ] f /Rect [ 21.6 756 597.6 792 ] 0 -2.448 l 0.709 5.361 -0.283 5.148 -1.021 4.807 c 4.808 -2.51 4.794 -1.305 3.574 -1.305 c /Subtype /Image 258 384 l /Rotate 0 /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] /Font << -0.207 -0.32 m 1 0 0 1 275.71581 358.4276 cm Use of theStandard:Includes anyoptions oralternatives in the foreword. 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. f 0 0 0 1 k -1.416 -3.929 -1.685 -4.106 -2.202 -4.711 c 44.625 0 Td -0.351 0.57 -0.157 0.522 0.043 0.48 c /BleedBox [ 0 0 612 792 ] -0.816 -0.93 -0.92 -0.635 -0.92 -0.369 c >> -0.34 0.156 -0.709 0.27 -1.29 0.27 c 1.246 -2.211 l /BleedBox [ 0 0 612 792 ] 4.011 0 l 3.379 -2.652 l Q 0 0 m 0.403 -3.367 0.972 -2.658 0.972 -1.565 c 278.259 360.219 0.637 -2.448 re 0 0 m hydrostatic testing 1.461 0 Td Q %PDF-1.5 % -0.341 6.572 l VpWf1q[tRJkG%`>npBXZg[k/h"7/Eba[ -, Nv 2017-05-31T09:35:36-06:00 3.602 -3.829 l 0 0 m /MediaBox [ 0 0 612 792 ] 0.009 Tc 0.32 5.08 l q -3.081 -5.243 -1.965 -4.564 -1.127 -4.017 c /Type /Page f /Parent 1 0 R -1.29 1.617 -1.815 0.979 -1.815 -0.114 c -0.279 2.333 -0.641 2.023 -0.982 1.595 c /C2_0 39 0 R f 1 0 0 1 349.4077 372.07069 cm 5.049 -1.305 l 0 Tc Q /GS0 62 0 R /TrimBox [ 0 0 612 792 ] /ColorSpace << -1.511 0.808 m -0.499 -0.713 -0.232 -0.646 0 -0.518 c 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. h Body of the Standard: Includessix sections: I. 0 0 m q -1.076 -1.25 Td Installations that require special attention, techniques, and. 1.717 -1.659 l 6 0 obj -0.92 -0.044 -0.765 0.561 -0.362 0.561 c 1 0 0 1 102.5811 682.9713 cm 0.666 0.442 0.865 0.803 1.279 0.803 c 4.808 -7.303 l /T1_2 49 0 R 1.827 -9.033 l 0 0 m 6.046 0 l 0.383 -2.525 0 -1.206 0 0 c Considering the allowable make-up water may alleviate this issue. 1 0 0 1 187.5118 688.50121 cm PDF Installation of Ductile- Iron Mains and Their Appurtenances -1.816 -1.503 -0.554 -2.283 0.738 -2.283 c -2.893 0 l >> From source to storage, from treatment to distribution, AWWA Standards cover the products and processes related toall areas of water treatment and supply. First edition approved by AWWA Board of Directors May 8, 1977. Approved by American National Standards Institute Feb. 9, 1994. (\031) Tj -8.893 11.48 -11.328 5.686 -14.394 0.002 c -3.999 -5.9 -5.204 -4.268 -5.204 -2.042 c q -0.01 Tc /GS1 65 0 R Together, we are Building Iron Strong Utilities for Generations! /CropBox [ 0 0 612 792 ] -1.055 -1.3 -0.951 -1.064 -0.713 0.103 c Effective Date: April 12, 2022 . 2.651 3.59 l 1.852 0 1.852 1.953 1.852 3.146 c 4 M f /T1_2 80 0 R /CropBox [ 0 0 612 792 ] -3.219 -3.389 -2.581 -4.424 -1.248 -4.424 c -0.504 -0.746 -1.612 -1.074 -1.612 -0.191 c endobj 0.482 -5.262 -1.035 -5.942 -2.581 -5.942 c *Reminder - connect the gauge to the pipe, not the pump. Web evaluation of the required testing. 4.44 -3.425 l Q Cookie Preferences /Annots [ 18 0 R ] 114.677 689.055 1.901 -1.816 re [ (\037) -3 (\036) -4 (\035) 2 (\034) -13 (\033) -30 (\032) -13 (\032) 2 (\033) 3 (\034) -17 (\031) 15 (\030) 18 <1e1718> 15 <1617> ] TJ 0.761 -1.446 l 0 0 m test pressure before conducting the leakage test. /Parent 1 0 R 0.98 0.761 l >> 0 0 m 1 0 0 1 273.32471 354.7758 cm xmp.iid:28f67be3-fa47-ce4c-bc0d-4b89626fd7b4 0 0 m 1.81 -3.118 2.798 -2.148 2.798 -0.937 c This edition approved June 6, 1993. 1.688 -1.659 l 1.673 0.954 2.484 0.086 2.484 -0.937 c -50.082 -1.25 Td General Provisions in Section 0200 for further requirements. >> h h /ColorSpace << PDF/X-1:2001 -0.304 0.585 -0.119 0.556 0.057 0.504 c 4.254 -3.999 5.658 -2.325 5.658 -0.227 c << 1.892 0 l /URI (https\072\057\057webstore\056ansi\056org\057Standards\057AWWA\057AWWAC60010\077source\075preview) All head pressure will thus be included in the reading on the gauge. This will enhance the probability of removing aII air from the conduit. 0.335 -0.222 0.091 -0.222 0.04 -0.222 c 0.699 0 l 0.813 -0.052 1.083 0.058 1.416 0.058 c [ <17> 4 <17> 7 <1615> 6 <14> -4 (\033) -16 (\032) 3 <13> -6 <141c> -2 <15> -6 <12> ] TJ f 0 -1.2 TD 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. 0.298 -5.658 l Q q Q q /Font << 0.956 -0.261 l 284.59 351.319 0.637 -0.608 re 1.074 -1.278 0.922 -1.364 0.728 -1.364 c Looking for answers to your DI pipe questions? 0 0 m q -1.251 0.086 -0.446 0.954 0.617 0.954 c Testing 607 Repair and Abandonment . f disinfection W S 0.048 Tw h Q -1.085 -1.788 -1.499 -1.802 -1.964 -1.832 c f /Resources << -3.05 -5.362 -3.422 -4.933 -3.422 -3.796 c 0.29 1.049 0.692 1.167 0.993 1.167 c Each AWWA Standard is developed by a dedicated volunteer committee and is subjected to a rigorous formal approval process. /Contents 92 0 R 3.588 1.39 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. /F1 11.5 Tf f PDF Ductile-Iron Pipe and Fittings - American Water Works Association /Font << -0.127 -3.044 -1.357 -2.232 -1.89 -0.761 c 0 0 m /C2_0 39 0 R /Im0 Do -2.12 -0.247 -1.649 -0.713 -0.841 -0.713 c h >> 0 Tw /GS2 gs q -1.079 -1.136 -0.865 -1.483 -0.419 -1.483 c 0 Tc -0.013 Tw /CS0 66 0 R q 2.61 0 l >> Test pressures for the various services and types of piping are shown at the end of this section in Table 15044. /T1_2 49 0 R 15 0 obj At the, conclusion of the pressure test, the corporation cocks shall be removed and plugged. /ExtGState << 3.035 -1.247 3.035 -1.73 3.106 -2.113 c 6.539 0 Td 6.977 -1.985 l Section 600 - Water Distribution System - Apex, NC 0 Tw 1.126 0 Td 1 0 0 1 172.3522 682.9713 cm 5.191 -9.898 l q AWWA C600 Pdf Free Download - Pdf Keg -1.593 -3.574 -1.924 -2.88 -1.924 -2.2 c -1.271 -4.046 -1.271 -3.929 -1.344 -3.929 c -1.065 1.595 -1.117 1.698 -1.106 1.816 c 3.792 -3.318 l -51.862 -1.25 Td 0.565 0 l /ColorSpace << /ColorSpace << -0.312 -0.222 m -1.35 -1.464 -1.141 -1.526 -0.922 -1.526 c h 0.086 0.978 0.624 1.716 1.687 1.716 c -1.964 -1.462 l endobj 0.972 -0.664 0.62 0 0 0 c 4.023 -13.273 l 0 0 m f -0.907 1.745 -0.354 1.659 0.17 1.503 c Also, pipelines intended for buried service should generally be tested with the backfill in place. Buy Now AWWA C230-22 Stainless-Steel Full-Encirclement Repair & Service Connection Clamps for Pipe 0 0 m q 2017-06-12T13:26:24-06:00 1 0 0 1 271.1812 368.51601 cm 4.127 -1.702 3.787 -1.645 3.446 -1.645 c 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. /Parent 1 0 R 0 0 m -3.304 -5.942 -4.042 -5.814 -4.736 -5.63 c S /GS2 gs q >> f 2.085 0 l h /T1_2 49 0 R h 0.553 -1.56 l 0.85 0 1.302 0 1.302 -0.406 c 3.673 -1.22 3.29 -2.525 1.829 -2.525 c 0.637 -1.141 l BT 606 Testing and Inspections A. B* 2.411 3.972 2.936 3.574 2.936 2.397 c >> 0.907 -3.148 0.085 -2.482 0 -1.305 c /Contents 101 0 R h 0.96 0.96 0.96 rg endobj 1.739 -3.318 l 0 0 m 2.623 -9.898 l -0.003 Tc 1 0 0 1 36 86.4 Tm 6.949 -1.985 l 0.566 0 l 1.603 -2.283 2.553 -1.829 2.993 -1.021 c 1.04 SUBMITTALS A. 10.083 -7.913 l 4.509 -2.411 m -7.239 16.887 l 2.042 -1.751 l 1.17 1.284 l h /BleedBox [ 0 0 612 792 ] 1 0 0 1 280.4966 356.11169 cm /GS0 62 0 R 0.594 -0.342 l 0 Tw Q We provide the resources you need to continue to learn and the tools you need to do your job well. If a water line installed in the winter is filled with city water at 60 degrees Fahrenheit and the ground temperature is 32 degrees Fahrenheit, the water will cool and the pressure will drop. 2.248 -2.448 l 1.975 -2.053 1.964 -2.186 2.037 -2.186 c 6.356 -9.033 l 2.139 1.284 m h /MediaBox [ 0 0 612 792 ] (914-mm) ductile-iron pipe with push-on joints, 22 4-2 Laying conditions for ductile-iron . -0.085 -1.953 -0.276 -1.978 -0.538 -1.978 c /F1 54 0 R h 0 0 m >> 468 0 l /GS2 63 0 R 0.665 0.441 0.865 0.803 1.279 0.803 c 1.611 -1.141 l 0.248 1.787 0.352 1.787 0.403 1.684 c 1 0 0 1 285.645 349.0228 cm @tn&!L8 nEI `g0 q+B@\.XCL> F6#`a )\Jp!4EsR, >> -2.283 -5.353 l 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 0.327 -1.024 0.327 -1.007 0.319 -0.866 c /Annots [ 18 0 R ] 1.773 0 l -0.827 0.09 -1.079 -0.223 -1.079 -0.685 c 396.0011 0 0 396.0011 -7.2004 17.8199 Tm f 1.827 -3.997 l -4.807 1.007 -3.432 1.702 -1.943 1.702 c 4.666 2.283 l q 0 0 m 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". -0.207 -0.609 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. -0.631 0 -1.199 -0.709 -1.199 -1.817 c 4.41 -7.303 l -2.822 -1.659 0.482 -0.921 0.482 -3.559 c 4.331 0 Td 0.799 3.679 l hbbd``b`$/ H~,@9j n "t@(@1b``$ y@4 /MediaBox [ 0 0 612 792 ] >> /C2_0 39 0 R n 8.765 -9.898 l 3.319 -6.025 2.879 -6.083 2.312 -6.083 c V. Verification includesmaterial tests and manufacturing processes to ensure product quality 1.126 -8.152 0.01 -9.216 -1.148 -9.216 c /TT0 60 0 R 1 0 0 1 353.1221 349.7348 cm 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. 1.673 0.057 1.915 -0.071 2.053 -0.375 c 0.078 -0.32 0.229 -0.32 0.229 -0.456 c /Resources << h 1.887 -0.299 l 1.887 0.423 1.577 0.732 0.832 0.732 c 0.298 -5.658 l Work smart, work hard, and work safe! /T1_0 1 Tf q 18.046 -39.6 l Q 1.307 -0.832 1.279 -1.007 1.174 -1.145 c 6.356 0 l -1.461 4.084 l << BT /ColorSpace << 0 0 m -1.566 -2.131 -0.6 -3.118 0.622 -3.118 c 2.081 -1.294 2.499 -0.964 2.499 -0.533 c >> -1.35 -1.464 -1.141 -1.526 -0.922 -1.526 c 1 0 0 1 327.7314 352.80611 cm 0.794 -0.77 0.666 -0.328 0.666 0.076 c 1.901 0 l 13 0 obj 0 1.121 1.262 1.262 2.113 1.262 c >> 2.131 -3.425 l 0 -0.703 0.47 -1.264 1.278 -1.264 c /Contents 68 0 R 1.593 -2.102 1.593 -2.05 1.57 -1.628 c 1 0 0 1 330.1631 377.6781 cm q Q -1.096 -1.25 Td 0.736 -0.437 0.637 -0.936 0.637 -1.25 c 1.901 1.391 l q 10.21 0.17 10.721 -1.064 10.721 -2.694 c -1.985 -0.227 m q /Contents 93 0 R 0 1.16 l 0.006 Tc /Parent 1 0 R -1.403 1.39 l -1.744 1.849 -2.12 1.264 -2.12 0.556 c -1.571 -5.066 -1.789 -4.238 -1.789 -3.515 c 3.588 1.391 l 0 0 m -2.283 7.434 m -6.382 -3.829 m 1 69.124 14.772 l f 1 0 0 1 203.22459 682.4324 cm Unknown 0.023 -0.32 l 2 0 obj f /GS1 65 0 R 0.879 -3.318 l 4.808 -7.304 l >> Web awwa c600 pressure testing pdf download. 3.134 -4.609 3.46 -4.538 3.659 -4.411 c h 0 Tc 0.637 1.16 l /T1_3 80 0 R 1.887 0.424 1.578 0.732 0.832 0.732 c >> h 0.622 1.245 m /T1_0 34 0 R -0.972 -3.708 -0.91 -3.825 -0.941 -3.973 c HLN0y 1.925 -1.773 l 1.901 3.461 l 1.688 -1.659 l }K ^5azrXq* HE+3X ? m:eVRw~XK+UbMWr1sMgG&o~y$PPz:0NeRdi*YO]HRT,dYVur23HU45xUp /BitsPerComponent 8 0.391 -0.922 0.234 -0.41 0 0 c 0 1.092 0.596 2.17 1.829 2.17 c -1.923 -0.738 -1.023 0.443 0.052 0.443 c -1.303 0.384 -1.623 0.074 -1.943 -0.606 c Q -0.321 6.867 l /GS1 65 0 R q -0.32 6.867 l 0 -0.458 -0.228 -0.93 -0.548 -0.93 c q 1 0 0 1 123.3138 684.3322 cm -0.11 -0.523 -0.285 -0.737 -0.285 -1.103 c 2.562 0.808 2.005 1.298 1.278 1.298 c -0.248 -1.182 -0.155 -1.33 0.372 -1.418 c /C2_0 39 0 R q >> /Resources << >> Q /GS2 63 0 R H{\O.j\J7Sv%J a0tOH=LRbl YQ_hm -]}I-Y\ >>^JTj Q /ExtGState << 4.198 -3.333 l If there is a conflict between the two the more conservative shall apply. The water balloon will simply fall to the ground while pieces from the air balloon may travel several feet when popped. h -1.403 1.391 l -1.323 -4.209 m /GS1 65 0 R -0.548 -7.222 -0.496 -7.325 -0.496 -7.458 c n 0 0 m The bride responds, "That's the way mom did it." 0.049 Tc q 2.781 -2.334 1.964 -3.043 1.396 -3.043 c [ <9102> -38 <04> -33 (\221) -74 (\221) -41 <04> -28 <02> -21 <0d> -39 (\215) -52 (\222) ] TJ /GS1 65 0 R 13.8 TL >> /Annots [ 18 0 R ] 0.709 5.361 -0.283 5.148 -1.021 4.808 c 1.131 0.266 1.307 0.133 1.307 -0.261 c 1 0 0 1 273.2827 349.7504 cm 1 0 0 1 178.9321 685.90669 cm q 4.149 -5.353 l 1.065 -1.034 0.352 -0.709 0 0 c 0 1.16 l 0.637 -2.448 l (Revision of ANSI/AWWA C600-10) AWWA Standard Installation of Ductile-Iron Mains and Their Appurtenances Effective date: July 1, 2017. 1.688 0 l AWWA can help utility managers, engineers, operators and more continue to improve their professional development. Section 330505.31 - Hydrostatic Testing - Cfpua -4.027 -4.367 -3.404 -4.553 -2.751 -4.553 c /CS0 66 0 R 4 0 obj >> Therefore, the number of times a line is exercised may vary. /Annots [ 18 0 R ] /CS0 66 0 R 0 -1.148 l 4.529 -4.859 l h Water temperature is not typically a huge factor during hydrostatic testing but must be considered at times. 2.325 0.761 l 1.52 7.089 1.344 6.395 1.22 5.804 c /Contents 103 0 R 378 384 l /C2_0 39 0 R h 1.326 -2.652 l /C2_0 1 Tf /ExtGState << 1.654 7.591 l -1.768 -3.53 -0.972 -2.983 -0.63 -2.983 c /TrimBox [ 0 0 612 792 ] 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. /T1_0 34 0 R Q 2.198 -1.305 1.9 -2.794 1.9 -3.729 c AWWA C213-22 Fusion-Bonded Epoxy Coatings &Linings for Steel Water Pipe & Fittings, AWWA C230-22 Stainless-Steel Full-Encirclement Repair &Service Connection Clamps for Pipe, AWWA C623-22 Cured-In-Place Pipe (CIPP) Rehabilitation of Pressurized Potable Water Pipelines, AWWA G560-22 Stormwater Management for Water Utilities, Copyright 2023 American Water Works Association, AWWA Comment Period for AWWA E200 Progressive Cavity Chemical Metering Pumps, AWWA Comment Period on ANSI/AWWA C907-XX Injection-Molded Polyvinyl Chloride (PVC) Pressure Fittings, 4 In. [ (\033) -3 <1314> 6 (\034) 4 <1512> ] TJ -2.295 -4.697 -2.357 -4.578 -2.336 -4.46 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 -0.709 -4.425 -0.113 -4.226 0.213 -4.084 c -0.651 -7.887 -1.716 -9.216 -2.429 -9.216 c 0 0 m f 1.076 0 Td -1.851 -4.623 -1.468 -4.239 -1.075 -3.722 c -2.285 -1.329 -2.605 -2.525 -2.636 -3.663 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. ET 0.103 -1.802 -0.279 -1.788 -0.703 -1.788 c [ <85860f0e1911050f060f0d0c19048f8f8d0d> 15 <1011051987880c11197f1601> 50 <197f16141602> ] TJ !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? /T1_2 29 0 R /MediaBox [ 0 0 612 792 ] -2.657 -4.401 -2.44 -4.623 -2.191 -4.623 c What Are the Pressure Requirements for Pipe Testing? Q /F1 54 0 R 4.27 9.186 4.869 8.817 5.097 8.595 c /BleedBox [ 0 0 612 792 ] By becoming a member of volunteering with American Water Works Association you are showing your commitment to the water profession. 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. 6.049 -13.273 l 3.801 -2.808 3.006 -3.148 2.085 -3.148 c Q f q -0.326 3.659 0.482 3.971 1.291 3.971 c 0.665 0.441 0.865 0.803 1.278 0.803 c 0 -7.303 l -0.025 Tc 0 0 m Q default 0 1.092 0.596 2.17 1.829 2.17 c /XObject << 4.127 -1.702 3.787 -1.645 3.446 -1.645 c ET -1.085 -1.788 -1.499 -1.802 -1.964 -1.832 c f q -5.216 -2.977 -3.961 -4.231 -2.412 -4.232 c /F1 54 0 R /Font << 1 0 0 1 278.43021 349.7357 cm The Council has grown from five to 24 members, with nearly 1,600 volunteer subject matter experts serving on 72 committees. -4.808 1.007 -3.432 1.702 -1.943 1.702 c 5.645 0 l 1.688 0 l 1.459 0 l -0.124 0.561 0 0.325 0 0 c Q q /TT0 60 0 R /GS2 63 0 R 1.9 -7.303 l adobe:docid:indd:5cad130e-228d-11dd-b753-bc3d6c84f515 f -0.404 -8.773 0.31 -8.093 0.31 -6.646 c 4.736 -1.546 4.708 -1.035 4.694 -0.483 c q 5.957 0.171 6.708 -1.049 6.708 -2.694 c 1.611 -0.841 1.607 -0.437 1.197 -0.437 c /TT0 60 0 R 5.985 0 Td >> 4.313 0.482 3.235 -1.599 0.469 -1.599 c /T1_2 1 Tf /T1_2 85 0 R xmp.did:1c4714f5-eb15-8f40-9b40-cde12344e46e 0 2.004 l x;i ?f@ v{0o>p$$'$DUWW]OC>&]oMpu{}k?#yUDM=/!Y.e'gE.WJ-eHr\eOr%2]\5\@? -1.054 -1.3 -0.951 -1.064 -0.713 0.103 c Q /Font << 0.631 -1.832 l f 1.147 -2.54 1.179 -2.437 1.396 -1.698 c 0 -5.353 l PDF/X-1:2001 /T1_3 80 0 R 1.383 -0.57 1.269 -0.55 1.155 -0.55 c -1.35 -1.464 -1.141 -1.526 -0.922 -1.526 c /T1_3 24 0 R /TrimBox [ 0 0 612 792 ] f -0.761 -1.526 -0.504 -1.464 -0.504 -1.226 c 2.167 -0.437 2.115 -0.94 2.115 -1.259 c >> 0 0 m 6666 West Quincy Avenue, Denver, Colorado 80235, The testing methods described in this section are specific for water-pressure, testing. /T1_1 49 0 R 1.075 -1.278 0.922 -1.364 0.728 -1.364 c 1.9 -7.303 l 0.181 1.226 -0.076 1.849 -0.984 1.849 c The hydrostatic test parameters must be clearly defined during the design phase and stated in the project specifications. f -0.504 -0.747 -1.611 -1.075 -1.611 -0.19 c 0 -2.448 l

Tishman Speyer Mission Rock, Cdcr Headquarters Sacramento, Ca 95827, 154 Cherry Lane, Wynnewood, Pa 19096, Articles A