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2006-018
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2006-018
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Last modified
5/18/2016 8:52:52 AM
Creation date
9/30/2015 8:09:47 PM
Metadata
Fields
Template:
Official Documents
Official Document Type
Contract
Approved Date
01/17/2006
Control Number
2006-018
Agenda Item Number
7.M.
Entity Name
Lucas Marine Construction, Inc.
Subject
contract for Oslo Road bridge replacement
Area
Oslo road (CR 606)
Project Number
9705B
Bid Number
2006024
Supplemental fields
SmeadsoftID
4451
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leakage tests and flushing of the piping . Flushing and pressure testing shall <br /> be conducted in the following order . <br /> B . After all piping lines have been installed and before pressure testing and final <br /> connections to existing equipment , each run of pipe shall be thoroughly <br /> flushed so as to remove all debris and foreign matter from the piping and <br /> equipment . Clean and flush all piping using potable water . Pigging of piping <br /> systems shall be incorporated in to this flushing procedure . Non - abrasive <br /> pigs shall be employed to clean the DHPE pipes . Sufficient flushing water <br /> and pigging shall be introduced into the piping to produce a discharge that is <br /> clear with no evidence of silt or foreign matter is visible . Contractor to <br /> provide means of discharging and disposing of water at Contractor's <br /> expense . <br /> C . Pressure testing ductile iron piping systems : <br /> 1 . The test pressure for the water piping , irrigation quality water piping , <br /> and force main piping systems constructed of ductile iron shall be <br /> 150 psi and this pressure shall be maintained for a period of not less <br /> than two hours . Tests shall be made between valves and as far as <br /> practicable and as approved by the Engineer . Potable water from the <br /> distribution system shall be used . Pressure shall not vary more than <br /> five (5 ) psi for piping during the test periods or as approved by the <br /> Engineer . Allowable leakage shall be computed on the basis of <br /> AWWA C - 600 . <br /> 2 . All leaks evident at the surface shall be uncovered and repaired <br /> regardless of the total leakage as indicated by the test , and all pipes , <br /> valves and fittings and other materials found defective under the test <br /> shall be removed and replaced at the Contractor' s expense . Tests <br /> shall be repeated until leakage has been reduced below the <br /> allowable amount . <br /> 3 . In the judgment of the Engineer , should it not be practical to follow <br /> the foregoing procedures exactly for any reason , modifications in the <br /> procedure shall be made as approved by the Engineer . In any event , <br /> the Contractor shall be responsible for the ultimate water tightness of <br /> the piping within the preceding requirements . <br /> D . Pressure Testing HDPE Piping Systems <br /> 1 . The test pressure for all piping systems shall be 150 psi and this <br /> pressure shall be maintained for a period of two hours . Testing <br /> procedure shall be as follows . <br /> a . Completely fill pipe with clean water and remove all air from pipe <br /> to be tested . <br /> b . Allow water in pipe to equalize with surrounding <br /> ground/groundwater for 24 hours . <br /> c . Bring pipe being tested to test pressure . <br /> TECHNICAL PROVISIONS <br /> TP -21 <br /> FAPublic Works\Capital Projects\Oslo Road Lateral ABID DOCUMENTS\DIVISION 2 - Technical Provisions . doc <br />
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