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31604.DSK <br /> WP-SFO { <br /> SECTION 03301 <br /> REINFORCED CONCRETE <br /> PART GENERAL <br /> 1.1 SUBMITTALS <br /> A. Shop Drawings: <br /> 1. Reinforcing steel in accordance with CRSI 1990 Manual of Standard <br /> Practice and ACI SP-66. <br /> 2. Curing compound data. <br /> 3. Complete data on the concrete mix, including aggregate gradations <br /> and admixtures, in accordance with ASTM C94-90. <br /> 4. Theft resistant, anchor-bolt assembly. <br /> B. Q t}'uali Control Submittals: <br /> 1. Manufacturer's application instructions for curing compound. <br /> 2. Ready-mix delivery tickets for each truck in accordance with <br /> ASTM C94-90. <br /> 1.2 QUALITY ASSURANCE <br /> A. Formwork: Unless otherwise specified, follow the recommendations of <br /> ACI 347-89. <br /> B. Concrete and Reinforcement: Unless otherwise specified, meet the <br /> requirements of ACI 301-89 and 318f318R-89. <br /> C. Hot Weather Concreting: Conform to ACI 305R-89. <br /> D. Cold Weather Concreting: Conform to ACI 306R-88. <br /> 1.3 ENVIRONMENTAL REQUIREMENTS <br /> A. Do not place concrete when the ambient temperature is below 40°F or <br /> approaching 40°F and air temperature less than 40°F for the first 7 days, <br /> without special protection to keep concrete above 40°F. <br /> B. Do not use curing compound where solvents in the curing compounds are <br /> prohibited by state or federal air quality laws. Use only water curing i <br /> methods. f <br /> 1.4 COORDINATION <br /> A. Contractor shall coordinate the anchorage of skid- or trailer-mounted <br /> equipment. <br /> B. Contractor shall coordinate the electrical grounding of all equipment. <br /> BAE31604.AS.T 1 <br /> 03301 1 REINFORCED CONCRETE <br />