All rights reserved. << /Rotate 0 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. 2.091 -1.265 2.561 -0.704 2.561 0 c /C2_0 39 0 R q q B. Work smart, work hard, and work safe! /Resources << 2 w /Annots [ 18 0 R ] 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 5.835 l 1.166 -2.749 0.698 -1.222 0 0 c /ExtGState << 8.821 -2.269 8.821 -1.305 7.728 -1.305 c >> /T1_2 1 Tf 0.56 0.732 0.228 0.661 -0.019 0.547 c /TT0 60 0 R endobj 1.886 2.397 l Privacy Policy 0 -2.448 l 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. -0.828 0.09 -1.079 -0.224 -1.079 -0.685 c 0.594 0 l /CS0 66 0 R 8.339 0 l -1.592 -3.574 -1.923 -2.88 -1.923 -2.2 c 0.689 0 l T6{Ra>G|FbXno,m&?&kOGy*uW6B$'Mj];gjJDt.Gx&r:dMabz)4&W+d(6~Ubv h h -1.964 -1.462 l Q >> -0.471 0.465 l /ColorSpace << /T1_0 1 Tf 1.406 1.167 1.644 0.665 1.644 0.281 c W 0.956 -0.261 l -2.12 -0.247 -1.649 -0.713 -0.841 -0.713 c -0.761 -1.526 -0.504 -1.464 -0.504 -1.226 c /GS2 gs -1.571 -5.066 -1.789 -4.238 -1.789 -3.515 c 0 0 m >> 0.181 0.371 l 1 0 0 1 210.1304 685.90669 cm 1.611 -0.841 1.606 -0.437 1.198 -0.437 c 114.677 685.907 1.901 -7.303 re -0.775 -2.999 -0.816 -3.043 -0.91 -3.043 c /BleedBox [ 0 0 612 792 ] 2.936 0.694 2.851 0.17 2.539 -0.241 c -1.35 -1.464 -1.141 -1.526 -0.922 -1.526 c /T1_1 85 0 R It may be necessary to supplement this standard with special requirements not included in this standard (see foreword, Sec. T* 0.561 0.732 0.228 0.661 -0.019 0.546 c -3.081 -5.243 -1.965 -4.564 -1.127 -4.017 c /ExtGState << -3.46 -1.56 l 13 0 obj -0.317 -1.599 l 0.794 -0.77 0.665 -0.328 0.665 0.076 c 1.34 -1.483 1.34 -1.645 1.364 -1.773 c 1.716 -1.659 l 1.903 0 l 1.293 3.318 l Laying 1. . 0.637 -2.448 l 0 -2.448 l II. /GS2 gs /ExtGState << -0.195 0.066 -0.338 0.104 -0.57 0.104 c 10 0 obj 0.013 Tc 1.801 0 l 4 M >> 6.048 -13.273 l -0.742 0.104 -0.946 0.043 -0.946 -0.167 c 284.59 351.319 0.637 -0.608 re 3.588 1.391 l 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 /T1_3 24 0 R -1.511 0.808 m Q 0 0 m q 0 1.121 1.262 1.263 2.113 1.263 c 8.821 -2.95 l 1.925 -1.773 l The following blog is a blue print, which, if followed, will lead to a successful hydrostatic testing of a water line using ductile iron pipe. 4.297 -1.801 l 0 0 m These procedures should not be applied for air-pressure testing because of the serious safety hazards involved with compressed air. h 0 1.16 l 1.801 -0.993 l 0.604 -0.328 0.866 0.058 1.246 0.058 c Q Q 0 -0.458 -0.228 -0.93 -0.548 -0.93 c q Q 1 0 0 1 86.1451 738.00011 cm q /Parent 1 0 R -0.01 Tc 1.559 -1.308 1.496 -1.102 1.153 -1.005 c f /ColorSpace << /Im0 Do Q Her response, "That was the only pot I had!". -0.709 -4.424 -0.114 -4.225 0.212 -4.084 c 0.799 3.679 l /CS0 66 0 R -4.807 1.007 -3.432 1.702 -1.943 1.702 c /Annots [ 18 0 R ] -1.986 -2.326 -0.581 -4 1.829 -4 c -2.233 -9.216 -3.081 -8.404 -3.081 -6.985 c [ <9102> -38 <04> -33 (\221) -74 (\221) -41 <04> -28 <02> -21 <0d> -39 (\215) -52 (\222) ] TJ h 4TusQ2+$ho71#A ={ ZN6b3j:OZRIm IO{IM^94mUHx*4O h|o@mBv`! 0.4 -1.365 0.731 -1.039 0.731 -0.634 c Q California Transparency in Supply Chain Disclosure 1 0 0 1 102.5811 682.9713 cm 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. 2.091 -1.264 2.562 -0.703 2.562 0 c PDF Minimum Installation and Testing Requirements - Broward County, Florida 0.327 -1.024 0.327 -1.007 0.319 -0.866 c 1 0 0 1 276.4102 360.2191 cm 4.326 -9.033 l 0 Tc BT 0 0 m 3.673 -1.22 3.29 -2.525 1.829 -2.525 c 2.241 -0.638 1.787 -0.894 1.206 -0.894 c 0.637 0.465 l -0.709 -4.425 -0.113 -4.226 0.213 -4.084 c 0 0 m /Length 6067 >> 0.689 -0.262 0.376 -0.286 0.133 -0.405 c f 0.335 -0.222 0.091 -0.222 0.04 -0.222 c Q /GS0 62 0 R It outlines the requirements for performing hydrostatic tests on all types of pipes, valves, and other associated equipment. Standards | American Water Works Association 0.685 0 l f AWWA C600 - Installation of Ductile-Iron Mains and Their - GlobalSpec 2.522 8.729 2.067 7.857 2.067 6.838 c 0 0 0 1 K 2.139 1.284 m 0.002 Tw /TrimBox [ 0 0 612 792 ] >> 0 0 m 0.023 Tc /Font << 02702 - 2 of 6 Kansas City, Missouri Revised 07/31/20 Water Services Department Standard Specifications 1.07 CONTRACTOR SUBMITTALS A. >> /Type /Page 3.379 -2.652 l 1 0 0 1 268.6958 377.6796 cm 0 0 m /T1_3 69 0 R 1.404 -3.829 l -0.145 -4.327 0.114 -4.032 0.569 -3.47 c highway and railroad crossings -0.009 Tw 1.459 0 l 606 Testing and Inspections A. %PDF-1.3 % 0.972 -0.664 0.62 0 0 0 c 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. q f 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. Allowing all the air to vent and adequate time for any water absorption in the cement lining are beneficial. q 5.049 1.248 4.283 3.105 1.574 3.105 c 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. h /Annots [ 18 0 R ] h ; 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. Crews have worked through inclement weather. /Contents 103 0 R 0.254 0 l 1.9 0 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 0.637 -3.565 l L/6wqk0'*YVGRhZp--/-Pbhsu).riZ*s{JWDVy?lF0 .Q^ 1 0 0 1 115.188 669.4841 cm 0.525 -0.894 0 -0.624 0 0 c /Type /Catalog q Two to four psi is all that is required for an air test. Purchase print or pdf versions ofAWWA standards and manuals. The hydrostatic test parameters must be clearly defined during the design phase and stated in the project specifications. 0.689 -0.261 0.376 -0.285 0.133 -0.404 c Q f h 1 0 0 1 138.7002 667.5842 cm endobj 1 0 0 1 0 684 cm default This edition approved Jan. 14, 2017. 2.829 3.679 4.149 2.893 4.149 1.116 c -1.251 0.086 -0.446 0.954 0.617 0.954 c /Parent 1 0 R -0.946 -0.556 0.162 -0.309 0.162 -1.193 c 0 -0.704 0.47 -1.265 1.279 -1.265 c 4 M 0 Tc 0.637 -1.141 l q /T1_3 94 0 R 3.602 -3.829 l >> Copyright 2023 McWane Ductile. -2.212 0.312 -2.822 0.128 -2.822 -0.496 c -0.946 -0.557 0.161 -0.31 0.161 -1.193 c /T1_2 29 0 R -1.744 1.849 -2.12 1.264 -2.12 0.556 c Q n 18 0 obj 0.594 -0.342 l 0.072 -4.829 -0.517 -5.066 -0.951 -5.066 c /GS1 65 0 R 0.323 -1.065 m -1.416 -3.929 -1.685 -4.106 -2.202 -4.711 c -1.593 -3.574 -1.924 -2.88 -1.924 -2.2 c endobj q Jerrys responsibility is to provide technical support for water professionals at all levels including engineers, private water companies, contractors, municipalities, and water districts. /ColorSpace << 3 0 obj 3.673 -1.22 3.29 -2.524 1.829 -2.524 c 4.58 7.901 4.383 8.729 3.463 8.729 c 0.603 0 l 0.499 -1.364 0.323 -1.274 0.323 -1.065 c /F1 54 0 R -0.326 3.659 0.482 3.971 1.291 3.971 c 1.085 0.443 1.706 -0.517 1.706 -1.728 c 1.302 -3.043 1.147 -2.851 1.147 -2.673 c -0.471 0 l 0.709 5.361 -0.283 5.148 -1.021 4.807 c Give back to the water community by helping to develop or update an AWWA Standard. 4-1 Performance test on 36-in. March 2003. 0.637 -2.448 l 1 0 0 1 288.07761 355.2411 cm Q 172.559 28 266.883 8 re -4.325 -3.829 l 0.622 1.245 m 1 0 0 1 84.4866 682.4324 cm 3.318 -6.027 2.879 -6.084 2.312 -6.084 c 0 0 m h q f 1.307 -0.832 1.279 -1.007 1.174 -1.145 c 1 0 0 1 277.62109 355.2411 cm ET f -2.283 7.434 m PDF SECTION 9 WATER CONSTRUCTION STANDARDS - Truckee Meadows Water Authority /T1_2 49 0 R BT h [ <16> -75 <16> -37 <02> -52 (\203) -60 <7f> -54 <17> -49 <0284> -32 (\216) -73 (\216) -33 (\204) ] TJ 0 30.063 l 1.096 0 Td 0.665 0.441 0.865 0.803 1.278 0.803 c /TrimBox [ 0 0 612 792 ] 0 0 m 0 0 m 4.808 -7.303 l /F1 54 0 R We may chuckle a little, but this happens all too frequently in the field. >> The dial on the gauge must be in one psi increments. f Q >> 1.688 0 l 0.382 -2.524 0 -1.205 0 0 c 3.035 -1.247 3.035 -1.73 3.106 -2.113 c Ensure the pump is primed before the valve is opened to the water line. /C2_0 39 0 R h -1.108 -1.992 -1.355 -1.949 -1.587 -1.887 c 0.298 -5.658 l f %PDF-1.3 1.901 3.46 l IG,8,1K$%4O_f[Gm7{[/=)wO xs?2QR(6e+qP! 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. -1.985 -2.325 -0.582 -3.999 1.829 -3.999 c 0 1.092 0.596 2.17 1.829 2.17 c Q 1.911 -1.583 1.901 -1.412 1.896 -1.226 c <>/XObject<>/ProcSet[/PDF/Text/ImageB/ImageC/ImageI] >>/MediaBox[ 0 0 612 792] /Contents 4 0 R/Group<>/Tabs/S/StructParents 0>> 1 0 0 1 166.1125 684.5168 cm -1.461 4.084 l h /GS2 gs 0 Tw -0.124 0.561 0 0.325 0 0 c -0.504 -0.746 -1.612 -1.074 -1.612 -0.191 c -4.808 1.007 -3.432 1.702 -1.943 1.702 c PDF Installation of Ductile- Iron Mains and Their Appurtenances 0.736 -0.437 0.637 -0.936 0.637 -1.25 c f /T1_2 49 0 R 8.765 -9.898 l 2.512 5.607 l -1.757 -7.975 l /CS0 66 0 R f h 1.131 0.266 1.307 0.133 1.307 -0.262 c -0.11 -0.523 -0.285 -0.737 -0.285 -1.103 c -1.29 1.617 -1.815 0.978 -1.815 -0.113 c 2.61 0 l << -0.504 -0.747 -1.611 -1.075 -1.611 -0.19 c 0.709 5.361 -0.283 5.148 -1.021 4.808 c 1.04 SUBMITTALS A. 0.161 -1.763 -0.347 -1.992 -0.865 -1.992 c 3.021 -1.021 l /TrimBox [ 0 0 612 792 ] T* 0 0 m 2.248 -2.448 l 1.112 -2.02 0.965 -2.039 0.775 -2.039 c f 0 0 m (\031\202) Tj -0.465 -3.131 l S 1.112 -2.02 0.965 -2.039 0.774 -2.039 c 4 M 468 0 l 0.023 -0.32 l -3.422 -2.836 -3.018 -1.152 -2.109 0.015 c 0.794 -0.77 0.665 -0.328 0.665 0.076 c Q q 5.191 -9.898 l Test pressures for the various services and types of piping are shown at the end of this section in Table 15044. q 0.18 -0.652 l The pressure gauge is to be connected to the pipe at the lowest location. 0.214 0.162 0.485 0.266 0.756 0.266 c 3.389 -2.652 l 0 -0.863 l /ExtGState << -0.195 0.066 -0.338 0.104 -0.571 0.104 c -1.815 -1.503 -0.553 -2.283 0.737 -2.283 c American Water Works Association -45.753 72.173 Td Files AWWA C600-17 Installation of Ductile-Iron Mains and Their Appurtenances .More Information List Price: $140.00 Member Price: $98.00 Quantity: /CropBox [ 0 0 612 792 ] f /S /URI /T1_0 34 0 R 3.588 0 l 2.081 -1.294 2.499 -0.964 2.499 -0.533 c 1.616 0.292 0.89 0.292 0.736 0.292 c /GS0 62 0 R 0 0 m Let's be perfectly clear: An air test is absolutely not the same as a hydro test. 0 0 0 1 K 4.529 0 l /Rotate 0 1.307 -0.642 l 0.181 0.371 l /T1_0 85 0 R h /ColorSpace << q The water supply container must be marked at the water level to assist with calculating the make-up water. /Font << From source to storage, from treatment to distribution, AWWA Standards cover the products and processes related toall areas of water treatment and supply. /TrimBox [ 0 0 612 792 ] /GS2 63 0 R 2.956 -2.448 l 2.241 -0.638 1.787 -0.893 1.205 -0.893 c q 4.658 0 l << [ <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 -0.404 -8.773 0.31 -8.093 0.31 -6.646 c 1 0 0 1 126.2207 680.71609 cm 1 0 0 1 366.19099 370.244 cm 0 3.462 l q 6.778 -10.636 l q 4.509 -2.411 m /Font << 1 0 0 1 301.36771 347.62289 cm 1 0 0 1 78 622.85091 cm 278.967 350.263 0.637 -2.448 re /GS0 62 0 R 1.317 -2.652 l -0.71 -3.425 l As new technologies emerge, new standards are developed. (\221\221) Tj 1.892 -1.045 1.887 -0.861 1.887 -0.613 c /Height 122 4.255 -3.999 5.659 -2.325 5.659 -0.227 c /T1_0 1 Tf 0.001 -0.704 l PDF Ductile-Iron Pipe and Fittings - American Water Works Association 4.779 -2.113 l 1.928 -6.254 l h 1 0 0 1 78 595.8992 cm -0.023 Tw h -1.076 -1.25 Td 0 Tw /Font << q f 0.575 -0.556 l /BleedBox [ 0 0 612 792 ] 468 0 l 1.9 -7.303 l 1 0 0 1 314.9429 356.95641 cm Slow fill the line. >> Submit the following in accordance with Section 01300 Submittals: - 1. 1.117 3.679 l q 1 0 0 1 271.17239 349.7504 cm >> First edition approved by AWWA Board of Directors May 8, 1977. /TT0 60 0 R 116.791 674.207 1.9 -1.815 re -1.199 -2.688 -0.755 -3.19 -0.176 -3.722 c /ExtGState << -0.115 0.052 -0.238 0.09 -0.433 0.09 c W -0.471 0.465 l -1.815 -3.148 -0.411 -4.539 2 -4.539 c >> -2.283 -1.599 l 0.604 -0.333 l 0.637 -2.097 l 3.716 -6.595 l 0.248 1.787 0.352 1.787 0.403 1.684 c 0.323 -1.065 m 4 M 0 0 m q 1.901 3.461 l 0 Tw -5.204 0.071 -3.957 1.745 -1.674 1.745 c 2.139 1.284 m /TrimBox [ 0 0 612 792 ] 2.199 -1.304 1.901 -2.793 1.901 -3.73 c 0.69 -0.262 0.376 -0.285 0.133 -0.403 c /MediaBox [ 0 0 612 792 ] -1.433 4.084 l 0 Tc -0.255 -5.829 -0.822 -5.899 -1.603 -5.899 c 6.977 -1.985 l 0.085 0.978 0.624 1.716 1.687 1.716 c 0.98 0.76 l 0.637 0 l 0 0 0 1 K /F1 54 0 R revision of AWWA Standard C600, C901 and C902 plus the additional requirements of the Department of Health, and WWS. [ <17> 4 <17> 7 <1615> 6 <14> -4 (\033) -16 (\032) 3 <13> -6 <141c> -2 <15> -6 <12> ] TJ 4.1.1.3 The hydrostatic test shall be of at least a 2-h duration. >> 0.33 -0.761 0.685 -1.294 1.561 -1.294 c /F1 54 0 R 0 1.121 1.262 1.263 2.113 1.263 c 0 0 m Three hydro tests are conducted with each having the same time intervals. 0 14.772 l IV. Special consideration must also be given when multiple piping products are used.". 0.699 0 l 3.02 -1.021 l /Resources << 0.637 0 l We provide the resources you need to continue to learn and the tools you need to do your job well. 12 0 obj 1.654 7.591 l -0.816 -0.93 -0.92 -0.635 -0.92 -0.369 c -0.61 -0.694 -0.703 -0.606 -0.713 -0.429 c 1.651 -2.205 l 0.025 Tw 258 341.102 l 1.126 0 Td /F1 12 Tf 4.297 -1.801 l 485 0 obj <>/Encrypt 470 0 R/Filter/FlateDecode/ID[<04A80A15CDD3184792EEFAD82944636F>]/Index[469 27]/Info 468 0 R/Length 82/Prev 74489/Root 471 0 R/Size 496/Type/XRef/W[1 2 1]>>stream 2.561 0.808 2.006 1.297 1.279 1.297 c 0 0 m -0.326 3.659 0.482 3.971 1.29 3.971 c /T1_1 1 Tf 0.637 1.16 l <0a1b> Tj 2.624 -9.898 l [ <17> -18 <17> -18 <17> -18 <17191a11> -11 <0e> -16 <06198b> -20 (\210) -8 <0f> -8 <0c> -17 <07> -18 (\235\031\037) -2 <10> -10 <11> -12 <0c> -10 (\210) -16 <1119> ] TJ -0.031 0.532 0.052 1.27 0.186 1.713 c /BitsPerComponent 8 2.936 0.695 2.85 0.17 2.539 -0.241 c h -1.403 1.391 l [ (\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 4.666 2.283 l 1 0 0 1 327.7314 352.80611 cm 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. The pump should be isolated from the line during the actual test period. -1.483 1.136 -1.302 1.383 -0.945 1.383 c /T1_0 34 0 R q h h (1.079 L/day/km/mm) of nominal diameter at a, Do not sell or share my personal information.
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