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(08-05-02) City Hall Improvements
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Last modified
3/28/2011 5:06:25 PM
Creation date
3/28/2011 4:25:00 PM
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CityClerk-Bids_RFP_RFQ
Project Name
City Hall Improvements
Bid No. (xx-xx-xx)
08-05-02
Project Type (Bid, RFP, RFQ)
Bid
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<br />Copyright 2003 AIA <br /> <br />MASTERSPEC Short Form <br /> <br />11/03 (R 05/06) <br /> <br />4. Air Content: Maintain within range permitted by ACI 301. Do not allow air content of <br />floor slabs to rece:lve troweled finishes to exceed 3 percent. <br /> <br />C. Synthetic Fiber: Uniformly disperse in concrete mix at manufacturer's recommended rate but <br />not less than a rate of [1.0 th/eu. yd. (0.60 kg/cu. m)] [1.5 lb/eu. yd. (0.90 kg/cu. m)] <Insert <br />rate> . <br /> <br />2.8 CONCRETE MIXING <br /> <br />A. Ready-Mixed Concret{:: Measure, batch, mix, and deliver concrete according to <br />ASTM C 94/C 94M[ and ASTM C 1116], and furnish batch ticket information. <br /> <br />1. When air temperature is above 90 deg F (32 deg C), reduce mixing and delivery time to <br />60 minutes. <br /> <br />PART 3 - EXECUTION <br /> <br />3.1 FORMWORK <br /> <br />A. Design, construct, erect, brace, and maintain formwork according to ACI 301. <br /> <br />3.2 VAPOR RETARDERS <br /> <br />A. Install, protect, and repair vapor retarders according to ASTM E 1643; place sheets in position <br />with longest dimension parallel with direction of pour. <br /> <br />1. Lap joints 6 inches (150 mm) and seal with manufacturer's recommended adhesive or <br />joint tape. <br /> <br />3.3 STEEL REINFORCEMENT <br /> <br />A. Comply with CRSI's "Manual of Standard Practice" for fabricating, placing, and supporting <br />reinforcement. <br /> <br />1. Do not cut or pWlcture vapor retarder. Repair damage and reseal vapor retarder before <br />placing concrete. <br /> <br />3.4 JOINTS <br /> <br />A. General: Construct join1ts true to line with faces perpendicular to surface plane of concrete. <br /> <br />B. Contraction Joints in Slabs-on-Grade: Form weakened-plane contraction joints, sectioning <br />concrete into areas as indicated. Construct contraction joints for a depth equal to at least [one- <br />fourth] <Insert depth> of concrete thickness. <br /> <br />CAST -IN-PLACE CONCRETE (LIMITED APPLICA TrONS) <br /> <br />03301 - 4 <br />
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