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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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containing defects by cutting out the damaged section in a complete <br /> cylinder . <br /> 3 . 05 PIPE FUSION <br /> Join entire length of pipe to be pulled through bore prior to commencement of <br /> pullback operation . If not feasible because of the length of the bore and the <br /> size of the staging area , each pipe section or sections may be fused or <br /> welded to the previous section during the pull back . Support weight of joined <br /> pipe suspended on rollers to minimize pulling forces . <br /> 3 . 06 QUALIFICATION OF FUSION OPERATORS <br /> A . Each operator performing fusion joining pipe shall be qualified in the use of the <br /> manufacturer' s recommended fusion procedure (s) by appropriate training or <br /> experience in the use of the fusion procedure , and making a sample joint <br /> according to the procedure that passes the following inspections and tests : <br /> 1 . The joint shall be visually examined during and after joining and found to <br /> have the same appearance as a photograph or sample of an <br /> acceptable joint that was joined in accordance with the procedure . <br /> 2 . The joint shall be tested or examined by one of the following methods : <br /> a . Pressure and tensile test as described in 49 CFR 192 . 283 <br /> b . Ultransonic inspection and found to be free of flaws that would <br /> cause failure <br /> c . Cut into at least three longitudinal straps , each of which is : <br /> i . Visually examined and found to be free of voids or unbonded <br /> areas on the cut surface of the joint <br /> ii . Deformed by bending , torque , or impact and if failure <br /> occurs , it must not initiate in the joint area . <br /> 3 . 07 PRESSURE TESTING <br /> A . Prior to pulling the HDPE pipe through the directional bore hole , the pipe shall <br /> be pressurized at 150 psi for two hours and visually inspected for any <br /> leakage . The pipe must be fully restrained and shall be allowed to equalize <br /> to a common temperature prior to pressure testing . <br /> B . Refer to Section 02670 for the testing procedure required after completion of the <br /> HDD installation of the HDPE pipe . <br /> 3 . 08 INSTALLATION <br /> The pipe shall follow the line and grade shown in the drawings . The pipe <br /> exit location shall be at the design location shown on the drawings <br /> with a tolerance of ±3 feet on line and a tolerance of ±3 feet on <br /> grade . <br /> TECHNICAL PROVISIONS <br /> TP- 18 <br /> FAPublic Works\Capital Projects\Oslo Road Lateral J\BID DOCUMENTS\DIVISION 2 - Technical Provisions . doc <br />
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