awwa c600 testing requirements pdf

5 0 obj 1.801 -1.021 l 2.522 8.729 2.067 7.857 2.067 6.838 c Q /F1 54 0 R 43.39 0 Td /CropBox [ 0 0 612 792 ] Web evaluation of the required testing. /URI (https\072\057\057webstore\056ansi\056org\057Standards\057AWWA\057AWWAC60010\077source\075preview) 2.042 -9.033 l 1.9 -7.303 l 1.892 -1.045 1.887 -0.861 1.887 -0.613 c After all the air has been, expelled, the corporation cocks shall be closed and the test pressure applied. /Parent 1 0 R h McWane Ductile is proud to be a part of the McWane family of companies. /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 ] -1.964 -1.462 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 18 0 obj /GS2 63 0 R -0.285 -1.568 0.138 -1.83 0.57 -1.83 c /BitsPerComponent 8 0.637 -2.448 l /TrimBox [ 0 0 612 792 ] >> endobj Hydrostatic Testing Awwa 600 | PDF | Pressure | Litre - Scribd American Water Works Association water industry publications include Standards, Manuals, Journal, Opflow and more. The dangers of compressed air cannot be over emphasized. 1.892 -1.045 1.887 -0.861 1.887 -0.613 c -0.76 -1.526 -0.504 -1.464 -0.504 -1.227 c The test pump is to be connected at the lowest point of the line. n 258 384 l 0 Tw -0.581 0.199 -1.007 0.312 -1.701 0.312 c Q 2.411 4.123 2.068 4.593 1.408 4.593 c Water temperature is not typically a huge factor during hydrostatic testing but must be considered at times. https://www.linkedin.com/in/jerry-regula-6a87b8138/, How to Use the McWane Ductile Iron Pipe Submittal Builder. T* >> -0.249 -1.182 -0.155 -1.33 0.372 -1.418 c 1.644 -0.841 0.62 -1.58 -0.869 -2.171 c >> /Resources << endstream endobj 173 0 obj <> endobj 174 0 obj <> endobj 175 0 obj <>stream /Rotate 0 0 0 m /T1_1 1 Tf f /Type /Page f 3.793 -3.318 l -0.048 Tc Approved by American National Standards Institute Feb. 14, 2017. We provide the resources you need to continue to learn and the tools you need to do your job well. Testing 607 Repair and Abandonment . 2.512 5.607 l Use of a test pressure greater, than the rated valve pressure can result in trapped test pressure between the, gates of a double-disc gate valve. /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] 0.229 -0.609 0.059 -0.609 0.003 -0.609 c 4.331 0 Td 0.685 0 l 32 0 0 32 258 531.8003 Tm Body of the Standard: Includessix sections: I. /C2_0 39 0 R 4.529 -9.033 l 0.327 -1.024 0.327 -1.007 0.319 -0.866 c PDF Installation of Ductile-Iron Mains and Their Appurtenances /BleedBox [ 0 0 612 792 ] 0.444 0 l 0.794 -0.77 0.666 -0.328 0.666 0.076 c 1.911 -1.583 1.901 -1.412 1.896 -1.226 c 1.901 1.391 l 1.688 0 l The husband then asks his favorite mother-in-law the same question and receives the same response, "That's the way my mom did it." /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] %PDF-1.3 % 284.59 351.319 0.637 -0.608 re q 133.566 674.207 1.9 -1.815 re 3.078 2.17 3.673 1.12 3.673 0 c 0.002 Tw 1 0 0 1 285.645 349.0228 cm h h f As new technologies emerge, new standards are developed. 1.928 -7.091 l California Transparency in Supply Chain Disclosure This edition approved Jan. 14, 2017. -0.006 Tw 3.801 -2.808 3.006 -3.148 2.085 -3.148 c 0.104 -1.802 -0.279 -1.788 -0.703 -1.788 c >> 0.637 -2.097 l 0.499 -1.364 0.323 -1.273 0.323 -1.065 c q 4.666 4.439 3.744 5.361 1.518 5.361 c f 13 0 obj (100 mm Through 300 mm), AWWA Comment Period on ANSI/AWWA D104 - Automatically Controlled, Impressed-Current Cathodic Protection for the Interior Submerged Surfaces of Steel Water Storage Tanks, AWWA COMMENT PERIOD ON THE REVISIONS TO AWWA C219 Bolted Sleeve-Type Couplings for Plain-End Pipe. q 0 0 m /F1 54 0 R 2.956 -0.988 l Q q 4.1.1.4 Test pressure shall not vary by more than 5 psi (34.5 kPa) for the duration, 4.1.1.5 Valves shall not be operated in either direction at a differential pressure, exceeding the rated valve working pressure. 3.389 -2.652 l /Contents 90 0 R q -0.031 0.532 0.052 1.27 0.186 1.713 c hydrostatic testing /Rotate 0 /GS2 gs 1.245 -1.982 l h What Are the Pressure Requirements for Pipe Testing? /TrimBox [ 0 0 612 792 ] 0.799 3.679 l [ <9102> -38 <04> -33 (\221) -74 (\221) -41 <04> -28 <02> -21 <0d> -39 (\215) -52 (\222) ] TJ /T1_1 85 0 R /T1_1 49 0 R "AWWA has served the members and the water industry by dedicating staff and volunteer resources to this core program, and has succeeded in enabling the continued development and expansion of industry standards.". /TT0 60 0 R Appendices: Containsadditional guidance and reference materials for applicationof the standard. 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1 0 0 1 284.22411 360.2191 cm /C2_0 39 0 R 0 0 m (\031) Tj -1.686 -4.859 -2.295 -5.657 -2.295 -6.941 c <>>> -0.589 1.383 -0.446 1.117 -0.428 0.808 c >> 3.319 -6.025 2.879 -6.083 2.312 -6.083 c h endobj Approved by American National Standards Institute Sept. 2, 2010. 0 Tw 1.121 0 Td AWWA C600 is a standard for pressure testing of municipal water systems. -0.827 0.09 -1.079 -0.223 -1.079 -0.685 c q 0 g /CropBox [ 0 0 612 792 ] 1.901 -7.303 l Engineering professionals often include on-site training by the manufacturer in the project specification to ensure training is completed. /ExtGState << -0.732 -1.034 -0.408 -1.365 0.001 -1.365 c 0 5.835 l -2.285 -1.329 -2.605 -2.525 -2.636 -3.663 c 4 0 obj 2.248 -2.448 l 3.673 -1.22 3.29 -2.524 1.829 -2.524 c 0 0 m The same basic principles can be applied to most other materials as well. h 1.17 1.284 l /CS0 66 0 R 2.081 -1.294 2.499 -0.964 2.499 -0.533 c -0.207 -0.704 l -2.283 7.434 m 1.892 0 l 0 Tc hbbd``b`@ U,OT aH11012X10 30 )~ 0 -2.448 l Q /Contents 17 0 R 1.293 3.318 l 0.637 0 l /Annots [ 18 0 R ] ET /MediaBox [ 0 0 612 792 ] q 3.957 -7.913 l /T1_2 85 0 R 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 obj 4-1 Performance test on 36-in. 0.683 3.19 0.796 2.924 0.703 2.585 c /ExtGState << f 0 0 m q 4.707 -1.839 3.185 -3.044 1.408 -3.044 c 0.956 -0.262 l Much time, effort, and care have been expended installing a water line. h II). /T1_0 34 0 R -0.003 Tc -1.55 -8.3 -1.003 -7.783 -0.651 -7.207 c /CS0 66 0 R 2.936 1.263 l /C2_0 39 0 R A "known value" container such as a quart jar or incremented gallon bucket may be used to refill the original supply source. 1.34 -1.483 1.34 -1.645 1.364 -1.773 c /Im0 19 0 R -0.255 -5.829 -0.822 -5.899 -1.603 -5.899 c 4.736 -1.546 4.708 -1.035 4.694 -0.483 c / -0.238 -1.483 -0.039 -1.417 0.071 -1.369 c 0.31 -0.089 -0.114 -1.241 -0.724 -2.865 c 0.622 2.55 4.707 2.842 4.707 0.013 c Leakage shall not be measured by a drop, These formulas are based on an allowable leakage of 11.65, gpd/mi/in. 0.575 -0.555 l 69.124 15.616 l -1.085 -1.788 -1.499 -1.802 -1.964 -1.832 c /CS0 66 0 R 0 0 m converted 4.666 2.283 l (\031) Tj /Type /Page -0.946 -0.557 0.161 -0.31 0.161 -1.193 c Effective Date: April 12, 2022 . << 0 0 m 1.126 -8.152 0.01 -9.216 -1.148 -9.216 c VI. /C2_0 1 Tf 1.477 -0.988 l /Annots [ 18 0 R ] /MediaBox [ 0 0 612 792 ] /Type /Annot Duration of the test is two hours. 1 0 0 1 270.791 354.5668 cm /T1_1 80 0 R -0.92 -0.044 -0.765 0.561 -0.362 0.561 c 3.588 0 l 0.072 -4.829 -0.517 -5.066 -0.951 -5.066 c 6.048 -13.273 l 1 0 obj 0.323 -0.69 0.747 -0.642 1.031 -0.642 c /TrimBox [ 0 0 612 792 ] 1.307 -0.832 1.278 -1.007 1.174 -1.145 c 0.383 -2.525 0 -1.206 0 0 c 2.499 1.307 -1.51 0.292 -1.51 3.781 c h 1.852 0 1.852 1.953 1.852 3.146 c /CropBox [ 0 0 612 792 ] 1. /GS2 63 0 R This Standard Describes Underground Installation And Pressure Testing Requirements For. /Rotate 0 Q 1.327 -2.652 l /BleedBox [ 0 0 612 792 ] %PDF-1.5 % 0.181 1.226 -0.076 1.849 -0.984 1.849 c /GS0 62 0 R 0 0 m -0.972 -3.708 -0.91 -3.825 -0.941 -3.973 c 0 0 m 2.325 0.76 l 1.649 2.652 l 4.808 -7.303 l -0.499 -0.713 -0.232 -0.646 0 -0.518 c f 1.04 SUBMITTALS A. -1.403 0 l >> <0a10> Tj Q 8.765 -9.898 l /F1 54 0 R 0.646 -2.377 l 1.05 -1.545 1.16 -1.521 1.226 -1.478 c 1. q 4.736 -1.545 4.708 -1.035 4.693 -0.482 c These AWWA Standards address all facets of water treatment and delivery. /TT0 60 0 R 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. -1.55 -1.364 l The water supply container must be marked at the water level to assist with calculating the make-up water. q 1.461 0 Td 0 5.835 l hbbd``b`$/ H~,@9j n "t@(@1b``$ y@4 n -0.946 -0.556 0.162 -0.309 0.162 -1.193 c >> 2.426 -0.156 3.234 0.171 4.226 0.171 c (\031) Tj [ <14> -8 <10> -9 <15> -8 (\033) 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l /T1_0 34 0 R IV. 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. %%EOF 1.901 1.39 l 4.44 -3.425 l 0.641 -1.462 l 4.313 0.482 3.235 -1.599 0.47 -1.599 c PDF Section 15044 Pressure Testing of Piping Part 1 - General Q (\221\221) Tj h Explanation: Defineswhat an AWWA Standard is and what it covers. -8.893 11.48 -11.328 5.686 -14.394 0.002 c /Resources << >> March 2003. >> [ (\033) -3 <1314> 6 (\034) 4 <1512> ] TJ proof:pdf How many times in your life have you encountered a situation such as this one: A newlywed wants to cook Thanksgiving dinner. 0 0 m perform visual inspection or non-destructive testing requirements of this section. f f /T1_3 80 0 R -0.326 3.645 -1.985 2.183 -1.985 -0.227 c 4 M /ExtGState << -1.344 -4.726 -1.996 -5.362 -2.646 -5.362 c 0 -7.303 l -0.312 -0.222 m PDF/X-1a:2001 -1.612 0.337 -1.15 0.57 -0.651 0.57 c 0.665 0.076 m Definitionsdefinesany technicalterms /Rotate 0 0.86 -1.83 1.178 -1.678 1.326 -1.407 c -0.483 5.607 m /Font << -0.284 6.069 l -1.416 -3.929 -1.685 -4.106 -2.202 -4.711 c /ExtGState << 0.403 -3.367 0.972 -2.658 0.972 -1.565 c h Allowing all the air to vent and adequate time for any water absorption in the cement lining are beneficial. 0.025 Tw /ColorSpace << /TT0 1 Tf 1.4886 0 0 1.4886 374.715 381.7314 Tm /BleedBox [ 0 0 612 792 ] 1 0 0 1 102.5811 682.9713 cm /C2_0 39 0 R 0.637 1.16 l hTn0=n(RQE6Pp%jcPKc?RS'%E%L.N.sg B*rTL?A{_F~ pea$D#MM8rksgc{31LZ2aQ'NAa!r^l2Tl |96p$zcs;NY.4X\cyJ2M6FN$T,V|ZV4>4Q5)\ qmLYJle(bo"*lgUmWiU*KaIR3V*H. 1.075 -1.278 0.922 -1.364 0.728 -1.364 c 0.298 -5.658 l >> Aw=g cN-k/{pq)MN###2&icaZ/xg=Jh.dqW^}x-K>z 0 0 m q 0.323 -1.065 m Each AWWA Standard is developed by a dedicated volunteer committee and is subjected to a rigorous formal approval process. /GS1 gs 0.4 -1.365 0.731 -1.039 0.731 -0.634 c <0e1e> Tj 1.887 0.424 1.578 0.732 0.832 0.732 c 0 0 m Files AWWA C600-17 Installation of Ductile-Iron Mains and Their Appurtenances .More Information List Price: $140.00 Member Price: $98.00 Quantity: 4.808 -2.51 4.794 -1.305 3.574 -1.305 c 0 0 m /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] [ (\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 0.94 -0.207 1.023 0.237 1.023 0.37 c -1.503 -2.226 -4.807 -3.204 -4.807 -0.568 c 0 -1.446 l 469 0 obj <> endobj -0.465 -3.131 l f -0.504 -0.747 -1.611 -1.075 -1.611 -0.19 c Q 0.637 -1.141 l q -0.326 3.644 -1.986 2.184 -1.986 -0.227 c f 1.892 0 l q /GS2 gs 0.382 -2.524 0 -1.205 0 0 c -2.468 0.27 -3.219 -0.666 -3.219 -2.042 c 0 0 m 0 0 m /Contents 99 0 R 1.326 -2.652 l 0.021 Tc 1 0 0 1 273.32471 354.7758 cm 4.41 -7.303 l h Therefore, the number of times a line is exercised may vary. 0.01 Tw gfg??^W~3ZDeL{&. /MediaBox [ 0 0 612 792 ] Q 0 0 m [ <15> 17 <14> 22 <131c> -4 (\031\032) 29 <12> 11 <11> 34 (\037) 10 <10> 19 (\030) 31 (\036) 13 <17> ] TJ q /CropBox [ 0 0 612 792 ] examined carefully during the test. /MediaBox [ 0 0 612 792 ] /T1_2 1 Tf 1.887 0.423 1.577 0.732 0.832 0.732 c h 0 0 m 0.69 -0.262 0.376 -0.285 0.133 -0.403 c First edition approved by AWWA Board of Directors May 8, 1977. -0.34 0.157 -0.709 0.27 -1.291 0.27 c 12 -39.6 l -1.483 1.136 -1.302 1.383 -0.946 1.383 c [ <0b> -10 <0a> 15 <0a> 17 <14> -17 <10> -21 <1c121e> -1 (\033) -28 (\036) 13 <13> -7 <12> -14 (\035) ] TJ /T1_2 1 Tf It is good practice to allow the system to stabilize at the. -0.351 -1.267 -0.626 -0.979 -0.626 -0.634 c /ExtGState << -1.768 -3.53 -0.972 -2.983 -0.63 -2.983 c Sitemap 0 0 m 0.007 Tc 4.529 0 l /BleedBox [ 0 0 612 792 ] 0.023 Tc h /MediaBox [ 0 0 612 792 ] /GS0 62 0 R Q -1.079 -1.136 -0.865 -1.483 -0.418 -1.483 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. 2.61 0 l 0 0 0.77 rg Laying 1. . 1.901 -3.403 l 0.1 -1.896 l Understanding testing factors during design will enable the water professional to prepare for obstacles that may arise during the testing process. h /Contents 100 0 R 1.716 -1.659 l -3.304 -5.942 -4.042 -5.814 -4.736 -5.63 c /MediaBox [ 0 0 612 792 ] 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. 1.44 0.039 l /GS1 65 0 R Q 1.611 -1.141 l f /ExtGState << 1 0 0 1 301.36771 347.62289 cm -3.081 -5.243 -1.965 -4.564 -1.127 -4.017 c f -1.158 -2.466 -0.062 1.787 -0.01 1.994 c 5.049 -1.305 l /Rotate 0 1.611 -0.841 1.606 -0.437 1.198 -0.437 c 2.792 0.62 2.047 -1.787 2.016 -1.905 c endobj 6.262 11.88 274.426 274.027 re h /TrimBox [ 0 0 612 792 ] 2.561 0.808 2.006 1.297 1.279 1.297 c 1 0 0 1 273.2827 349.7504 cm h q 10.083 -7.913 l 1.404 -3.829 l 1.688 -1.659 l PDF/X-1:2001 -1.076 -1.25 Td 0 0 m 1.776 -1.599 l -1.107 -1.992 -1.355 -1.949 -1.588 -1.887 c Cookie Preferences <> Q 1 0 0 1 84.4866 667.5842 cm 1.459 0 l 1.654 7.591 l Crews have worked long hours to meet deadlines and are anticipating the end of the project. 2.199 -1.304 1.901 -2.793 1.901 -3.73 c 0.298 -5.658 l If, as a last resort, testing with air is the only option, there are items of concern: An example to compare water and air: fill one balloon with water and the second with air. Keep in mind there are documented procedures and knowledgeable McWane Ductile staff available for assistance. Learn about events and education through American Water Works Association. How to Successfully Prepare and Complete a Hydrostatic Test 11.969 0 l 1.307 -0.642 l 0.566 -0.555 l /TT0 60 0 R 0.214 0.162 0.485 0.266 0.756 0.266 c f /GS2 gs -0.589 1.383 -0.447 1.117 -0.428 0.808 c 3.602 -3.829 l f f f 1.307 0 1.865 0.266 1.865 0.99 c 378 384 l 1.086 0.443 1.706 -0.517 1.706 -1.728 c h 1 0 0 1 215.36369 689.2394 cm 2.751 1.716 3.177 0.922 3.233 0 c First edition approved by AWWA Board of Directors May 8, 1977. 0.276 -2.039 0 -1.73 0 -1.246 c /CropBox [ 0 0 612 792 ] 1.611 -2.448 l AWWA C600 Pdf Free Download - Pdf Keg q 0 0 m WARNING: The testing methods described in this section are for water-pressure testing only. Find a Standards Committee of interest. Q 1.126 0 Td q 2.512 5.607 l q NInZ -]aU.%r qPOdY\pw2 ^j{ >Nx jDP{Xmjl|.ZnZ#n }mf@7Pz\u+N1AyX2AkJHO9t9n"++PG2 0 0 m 1.901 -4.027 2.07 -4.609 2.794 -4.609 c 1.871 4.445 1.334 5.332 1.334 6.395 c -1.985 -2.325 -0.582 -3.999 1.829 -3.999 c Work smart, work hard, and work safe! /TrimBox [ 0 0 612 792 ] >> 1.886 2.397 l 8 0 obj 0 0.465 l h ANSI/AWWA C600 Installation Guide for Ductile-Iron Mains and Their Appurtenances. >> /Height 122 -0.946 -0.557 0.161 -0.31 0.161 -1.193 c 2.994 7.434 4.313 5.709 4.313 3.057 c f -0.471 0 l %PDF-1.3 3.347 0 l /C2_0 39 0 R 0 Tc -0.352 0.57 -0.157 0.522 0.043 0.479 c 2.937 -3.318 l 2.248 -2.448 l MINIMUM INSTALLATION AND TESTING REQUIREMENTS Date: June 23, 2010 Date Last Issued: January, 2004 Date First Issued: Prior to 1990 . -4.325 -3.83 l 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. 189 0 obj <>stream Direct any of your questions related to technical and operational information to our Engineering & Technical Services Department. 0.086 0.978 0.624 1.716 1.687 1.716 c 1.307 -0.832 1.279 -1.008 1.174 -1.146 c 1.602 -2.283 2.552 -1.829 2.992 -1.021 c n -4.623 -4.07 l /T1_4 80 0 R >> 0.637 0.465 l 1.092 2.397 0.156 2.326 -0.567 1.971 c /GS2 63 0 R 0.042 2.185 0.042 2.333 -0.041 2.333 c 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. /GS2 gs 468 0 l -3.081 -6.985 m /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] 0.98 0.761 l Crews have worked through inclement weather. 4.779 -2.114 l AWWA C605-13 Underground Installation of Polyvinyl Chloride (PVC) and 0 1.121 1.262 1.262 2.113 1.262 c 0 0 m 4TusQ2+$ho71#A ={ ZN6b3j:OZRIm IO{IM^94mUHx*4O h|o@mBv`! /Resources << Q h 10 0 obj 0 0 m /Annots [ 18 0 R ] Q iN+ _L3a: g5wV~o;?yG$(s-^PZLG-Hr@ZrJC"Q{{\z&Y9 N#)'!]:2;vJDx;k9*HUM+i~B5V@XVZprCR+:Xm 1.407 -1.118 l -51.862 -1.25 Td 1.901 -7.304 l /Rotate 0 0 Tw VpWf1q[tRJkG%`>npBXZg[k/h"7/Eba[ -, Nv -0.207 -0.609 l -1.341 -1.978 -1.745 -1.431 -1.745 -0.685 c 396.0011 0 0 396.0011 -7.2004 17.8199 Tm HyTW/B(^ !DQJ*(BD,B]U"(""eZ+2[z k]P -0.326 3.659 0.482 3.971 1.29 3.971 c 1.83 -0.993 l 11.969 0 l Awwa C600 Testing Requirements Pdf Looking for answers to your DI pipe questions? /TrimBox [ 0 0 612 792 ] 1.896 -0.333 1.768 -0.77 1.279 -0.77 c -1.461 4.084 l -1.503 -2.226 -4.808 -3.205 -4.808 -0.567 c 0.214 0.162 0.485 0.266 0.756 0.266 c Q AWWA C600 - Installation of Ductile-Iron Water Mains and Their Appurtenances. f 1 0 0 1 115.188 669.4841 cm PDF Section 02702 -testing Requirements for Sanitary Sewer: Mains and Manholes -2.822 -1.659 0.482 -0.921 0.482 -3.559 c -1.985 -0.227 m f 0.525 -0.894 0 -0.624 0 0 c >> 2.131 -3.425 l -0.581 0.198 -1.007 0.313 -1.702 0.313 c

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