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02-11-1985 Council Packet
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02-11-1985 Council Packet
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The Contractor shall furnish the weirs and other material and the labor for <br />placing the weirs in the sewers and shall assist the Engineer in making the <br />measurements. The Contractor shall receive no additional compensation for <br />making the leakage tests or corrective work necessary to reduce leakage below <br />the maximum allowed by the specifications. <br />24,000.7.B. FORCE MAIN PRESSURE. TEST: After the pressure main or force main <br />pipe has been installed and backfil.led as specified, all newly laid pipe, or <br />any valved section of it shall, unless otherwise specified, be subjected to <br />hydrostatic or air pressure testing conduct,.l under the observation and ap— <br />proval of the Engineer as noted herein. <br />24,000.7.B1. Pressure During Tests: All pressure or force mhin pipe shall be <br />subjected to hydrostatic or air pressure of 150 pounds per square inch. <br />24,000.7.B2. Duration of Pressure Test: The duration of each pressure teat <br />shall be at least 30 minus tes. —' <br />' 24,000.7.B3. Procedure: All pipe or sections thereof shall be slowly filled <br />with water if a hvdrostatic. test is used, and the specified test pressure, <br />measured at the lowest point of elevation, shall be applied by means of a pump <br />connected to the pipe is a satisfactory manner. The pump, pipe connection, <br />gauges and all necessary apparatus shall be furnished by the Contractor. <br />Cauges and measuring devices must meet with the approval of the Engineer and <br />the necessary pipe taps made as required. <br />24,000.7.B4. Fxpelling Air Before Test: Before apply:ag hydrostatic test <br />pressure, all air shall be expelled from the pipe. To accomplish this, taps <br />"hall be made, if necessary, at points at highest elevation and afterward <br />tightly plugged. <br />24,000.7.B5. Examination Under Pressure: Any crack or defective pipes, fit— <br />tings, or valves discovered in consequence of tie pressure test shall he re— <br />moved and replaced by the Contractor with sound material in the manner pro— <br />vided and the test shall he repeated until satisfactory to the Engineer. <br />24,000.7.B6. Permissible i.eakage.: A drop it pressure over the 30 minute teat <br />period exceeding 3 pounds hall be cause for rejection of the project. All <br />leaks shall be corrected and the test repeated until the pressure drop is <br />within the 3 pound limit. <br />24,000.7.C. ••_11)C!CTIVITY TEST: Conductivity "hall he provided throughout the <br />force main --item by use of copper straps or approved conductive gaskets with <br />,opper inserts. All fittings shall he mechanical joint with ccpprr ctretps. <br />Lead tipped gaskets will not be approved for conductivity. <br />,:opper Jumper straps between sections of p i pP shall be nor 1 ^"s t hav I �x <br />3/4" strap bolted to shot welded pipe stratus of the same siz. . Ko't a ghat', '+e <br />S/lh" diameter bronze. For all locations+ whore Rhin. welded xtr•ip" H-• not <br />available, field welds shall he made using the Cadweld method wit!) size l2 <br />cartridges. Each field weld shall he properly made after fillnL' the "„rfa;e of <br />24 , 00(' - 15 <br />04h <br />r, r iItht 1981, <br />4onv a t ron, lovvne , An,t.s r l i k <br />6 Associates, Inc. <br />
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