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1999-049
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1999-049
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Last modified
7/12/2023 10:10:37 AM
Creation date
7/12/2023 9:54:22 AM
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Official Documents
Official Document Type
Miscellaneous
Approved Date
02/16/1999
Control Number
1999-049
Entity Name
Driveways Inc.
Subject
Cherrywood Estates Water Expansion Project# 98-05-DS
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• <br />4M <br />F <br />(UGCO2660.FMT)aa <br />i SECTION 02660 <br />j TESTING AND INSPECTION OF WATER MAIMS <br />l.o I PRESSURE AND LEAKAGE TESTS O UNDERGROUND PRESSURE <br />1 PIPING <br />p., Hydrostatic pressure and leakage tests shall conform with Section 4 of the <br />latest edition of AWWA C-600 specifications with the exception that the <br />Contractor shall furnish all gauges, meters, pressure pumps and other <br />equipment needed to test the line= Engineer or designated representative <br />shall be present during all testing, televising and final inspections. <br />B. 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 than <br />1.25 times the working pressure at the highest point along the test section, <br />but not less than 150 psi (100 psi for force main). The Contractor shall <br />provide temporary plugs and blacking necessary to maintain the required <br />test pressure. Corporation cocks at least 1 inch in diameter, pipe riser, and <br />angle globe valves shall be provided at each pipe dead-end in order to bleed <br />air from the line. Duration of pressure test shall be at least 2 hours. The <br />cost of these items shall be included as a part of testing. <br />C. The leakage test shall 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 regardless of <br />total leakage as shown by test. Lines that fail to meet tests shall be repaired <br />and retested as necessary until test requirements are complied with. <br />Defeetive materials, pipes, valves and accessories shall be removed and <br />replaced, The pipelines shall be tested in such sections as may be directed <br />by the Engineer by shutting valves or installing temporary plugs as <br />required. The line shall be filled with water and all air removed, and the <br />test pressure shall be maintained in the pipe for the entire test period by <br />means ora force pump to be furnished by the Contractor. The amount of <br />water required is a measure of the leakage. <br />D, The Contractor must submit his plan for testing to the Engineer for review <br />at least five (5) working days before starting the test. The Contractor shall <br />remove and adequately dispose of all blocking material and equipment <br />after comp!.etion and acceptance of the field hydrostatic test, unless <br />otherwise directed by the Engineer. Any damage to the pipe coating shall <br />be repaired by the Contractor. Lines shall be totally free and clean prior to <br />final acceptance. <br />42660-1 <br />
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