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2016-042 Resolution
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2016-042 Resolution
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Last modified
8/14/2017 10:46:33 AM
Creation date
5/9/2016 3:37:56 PM
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North Olmsted Legislation
Legislation Number
2016-042
Legislation Date
5/3/2016
Year
2016
Legislation Title
Bids Demolish and New Building at Site of Former Tank #1 Building at WWTP
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or Engineer -approved equal shall be sprayed on the screeded surface <br />in conformity with manufacturer's directions if the air temperature is expected <br />to reach 80°F or above before cure is complete. <br />B. Floating shall start as soon as the screeded surface has stiffened sufficiently. <br />Floating shall be performed as necessary to produce a smooth, even, textured <br />finish. Floating shall be performed by hand using magnesium tools. <br />C. The slab surface shall be tested for accuracy with a straight edge after the first <br />floating finish is completed. Any depressions shall be filled and high areas shall <br />be cut down and reworked. Straight edge testing and refloating shall continue <br />until there are no deviations of more than 1/8 inch under a ten foot straight edge. <br />D. Slabs and other surfaces, unless noted otherwise, shall be broomed after final <br />floating to provide a nonskid surface. A soft bristled push broom shall be used, <br />with a swirling motion. <br />3.12 CURING AND SEALING: <br />A. All finished concrete shall be cured by a curing method compatible with the final <br />floor finish for a minimum of 7 days in accordance with ACI 301 Chapter 12. <br />One or more of the following methods may be used, if approved by the Engineer, <br />except where a specified curing method is called for: <br />1. Water curing by ponding or continuous wetting of sand or burlap. <br />2. Form curing by leaving on the forms and wetting for seven days. <br />3. An approved sprayed -on curing compound applied in accordance with the <br />manufacturer's instruction. <br />3.13 COLD WEATHER CONCRETING <br />A. Thorough preparation for protection against cold weather damage to concrete <br />shall be made well in advance. Cold weather concreting shall be performed in <br />accordance with ACI 306. <br />B. Concrete shall be protected from freezing for not less than the first 48 hours after <br />placing after the first frost, or when the mean 24- hour temperature at the job site <br />falls below 407. <br />C. The placing temperature of the concrete shall be maintained above 50°F when the <br />mean 24-hour temperature falls below 40°F. <br />D. The temperature of fresh -placed concrete shall be between 50 and 607. <br />
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