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2003-106
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Last modified
9/28/2016 3:48:51 PM
Creation date
9/30/2015 6:29:22 PM
Metadata
Fields
Template:
Official Documents
Official Document Type
Addendum
Approved Date
05/06/2003
Control Number
2003-106
Agenda Item Number
11.C.1.
Entity Name
Department of Utility Services
Subject
16" Brine Pipeline-Addendum No.1
Area
58th Ave from77th St to 57th St and East on 57th St to Bent Pine R.I.B. Site
Project Number
UCP 2208
Bid Number
5050
Archived Roll/Disk#
3161
Supplemental fields
SmeadsoftID
3231
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' 2 .2 .4. Brine Main <br /> Length of Pipe at Rigid Structures <br /> Pipe entering or passing through rigid structures such as concrete vaults shall not have a length <br /> extending more than three (Y) feet three (Y) inches beyond either inner or outer face of that <br /> structure . <br /> Pressure Tests <br /> Pressure during test. After the pipe line has been laid, it shall be subjected to a hydrostatic test <br /> pressure as specified by the Owner and as related to the normal operating pressure. Unless <br /> otherwise specified, the test pressure shall be 50 percent (50%) above the normal working <br /> pressure, but not less than 150 psi for the Brine main. When local conditions, in the opinion of <br /> the Owner, are such that the trenches must be backfilled immediately after laying the pipe, the <br /> pressure tests may be made after backfilling has been completed, but before placement of <br /> permanent paving. <br /> Duration of Pressure Test <br /> rThe duration of each pressure test shall be two (2) hours unless otherwise directed by the Owner. <br /> Procedure <br /> Each section of pipeline shall be slowly filled with water, and the specified test pressure <br /> measured at the point of lowest elevation, shall be applied by means or a pump connected to the <br /> ' pipe in a manner satisfactory to the Owner. <br /> The pressure test for leakage shall be for a duration of two (2) hours and during the test, the <br /> pressure shall not be permitted to fall below 150 psi for Brine main. Water added to the test <br /> section of pipe necessary to maintain the specified test pressure shall constitute leakage. The <br /> maximum allowable leakage permitted for the Brine main will be determined from the following <br /> formula: <br /> 133 , loo <br /> Where : L = Allowable leakage expressed in gallons/hour <br /> N = Length of pipe to be tested in linear feet <br /> D = Nominal diameter of Brine main expressed in inches <br /> P = Average test pressure during the leakage test expressed in psi <br /> The pump, pipe connection and all necessary apparatus, shall be furnished by the Contractor. <br /> The Contractor shall furnish all necessary assistance for conducting the tests. All tests will be <br /> witnessed by the Owner or his designated inspector. <br /> 15 <br />
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