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2004-078
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2004-078
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Last modified
8/26/2016 2:07:31 PM
Creation date
9/30/2015 7:26:44 PM
Metadata
Fields
Template:
Official Documents
Official Document Type
Manual
Approved Date
04/06/2004
Control Number
2004-078
Agenda Item Number
11.J.1
Entity Name
Department of Utility Services
Subject
Utility Services Water Wastewater Utility Standards
Archived Roll/Disk#
3210
Supplemental fields
SmeadsoftID
3719
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TESTING AND INSPECTION OF WATER MAINS , RECLAIMED WATER FORCE <br /> MAINS , WASTEWATER FORCE MAINS , AND GRAVITY SEWERS <br /> 10 . 01 PRESSURE AND LEAKAGE TESTS OF UNDERGROUND PRESSURE <br /> PIPING <br /> A. No hydrostatic testing will be permitted until as-built drawings have been <br /> submitted and approved by IRCDUS . <br /> B . At the beginning of the test period , thoroughly clean all new pipelines by <br /> whatever means necessary, including flushing , to remove all dirt , stones , <br /> pieces of wood , other material that may have entered the pipeline during <br /> the construction period , and all dirty and/or discolored water from the <br /> pipelines . If after this cleaning , any obstructions remain , they shall be <br /> removed . All debris cleaned from the pipelines shall be removed from the <br /> job site . Hydrostatic pressure and leakage tests shall conform to AWWA <br /> Standard Specifications C-605-94 , or latest edition , for PVC pipe , with the <br /> exception that Specifications C-600-99 , or latest revision , for D . I . P , and <br /> AWWA Standard Specifications . The Contractor shall furnish all gauges , <br /> meters , pressure pumps and other equipment needed to test the line . <br /> Engineer or designated representative shall be present during all testing , <br /> televising , and final inspections . <br /> The pressure required for the field hydrostatic pressure test shall be 1 . 5 <br /> times the normal working pressure at the point of testing , and not less <br /> than 1 . 25 times the working pressure at the highest point along the test <br /> section , but not less than 150 psi for water mains and 100 psig for sewer <br /> force mains . The Contractor shall provide temporary plugs and blocking <br /> necessary to maintain the required test pressure . Corporation cocks at <br /> least 1 inch in diameter, pipe riser and angle glove valves shall be <br /> provided at each pipe dead-end in order to bleed air from the line . <br /> Duration of pressure test shall be at least 2 hours . The cost of these <br /> items shall be included as part of testing . <br /> C . The leakage test may be conducted concurrently with the hydrostatic <br /> pressure test and shall be of not less than 2 hours duration . All leaks <br /> evident at the surface shall be repaired and leakage eliminated <br /> regardless of total leakage as shown by test. Lines that fail to meet tests <br /> shall be repaired and re-tested as necessary until satisfactory test <br /> requirements are complied with . Defective materials , pipes , valves and <br /> accessories shall be removed and replaced . The pipe-lines shall be <br /> tested in such sections as may be directed by the Engineer by shutting <br /> valves or installing temporary plugs as required . The line shall be filled <br /> with water and all air removed and the test pressure shall be maintained <br /> in the pipe for the entire test period by means of a force pump to be <br /> furnished by the Contractor. Accurate means shall be provided for <br /> measuring the water required to maintain this pressure . The amount of <br /> water required is a measure of the leakage . Testing shall be in <br /> accordance with the applicable provisions as set forth in Section 13 of <br /> AWWA Standard Specification c-600-99 , or latest revision . The allowable <br /> 10 - 1 <br />
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