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2003-106
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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 . 8 . Polyethylene (PE) Pressure Pipe <br /> Testing <br /> All PE brine mains shall be field tested. Supply all labor, equipment, material, gages, pumps, <br /> meters and incidentals required for testing. Pressure test each water main upon completion of the <br /> pipe laying and backfilling operations, including placement of any required temporary roadway <br /> surfacing. <br /> All brine mains shall be tested at 150 percent of the operating design pressure of the pipe unless <br /> otherwise approved by the Engineer. The operating design pressure of the pipe is 100 psi . The <br /> test pressure shall be measured at the highest point along the test section by a recording type <br /> pressure gage and a copy of the readout shall be submitted to the Engineer upon completion of <br /> the test. All testing shall be conducted in the presence of the Engineer or his/her designated <br /> representative. <br /> Testing shall be conducted after backfilling has been completed and before placement of <br /> permanent surface. <br /> Testing procedure shall be as follows . <br /> 1 . Fill line slowly with water. Maintain flow velocity less than two feet per second. <br /> 2 . Expel air completely from the line during filling and again before applying test pressure. <br /> Air shall be expelled by means of taps at points of highest elevation. <br /> 3 . Apply initial test pressure and allow to stand without makeup pressure for two to three <br /> hours, to allow for diametric expansion or pipe stretching to stabilize. <br /> 4 . After this equilibrium period, apply the specified test pressure and turn the pump off. The <br /> final test pressure shall be held for one to three hours. <br /> 5 . Upon completion of the test, the pressure shall be bled off from a location other than the <br /> point where the pressure is monitored. The pressure drop shall be witnessed by the <br /> resident project representative at the point where the pressure is being monitored and <br /> shall show on the recorded pressure read-out submitted to the Engineer. <br /> Allowable amount of makeup water for expansion during the pressure test shall conform to Chart <br /> 6, Allowance for Expansion Under Test Pressure, Technical Report TR 31 /9-79, published by the <br /> Plastic Pipe Institute (PPI). If there are no visual leaks or significant pressure drops during the <br /> final test period, the installed pipe passes the test. <br /> If any test of pipe laid disclosed leakage significant pressure drop greater than the allowed, the <br /> 1 Contractor shall, at his/her own expense, locate and repair the cause of leakage and retest the <br /> line. The amount of leakage which will be permitted shall be in accordance with AWWA C600 <br /> Standards. <br /> All visible leaks are to be repaired regardless of the amount of leakage. <br /> 28 <br />
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