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SECTION 03300 - CAST-IN-PLACE CONCRETE <br /> <br />PART 1 - GENERAL <br /> <br />I. 1 SUMMARY <br /> <br /> A. This Section includes cast-in-place concrete, including reinforcement, concrete materials, mix <br /> design, placement procedures, and finishes. <br /> <br />1.2 SUBMITTALS <br /> A. Product Data: For each manufactured material and product indicated. <br /> B. Design Mixes: For each concrete mix indicated. <br /> <br /> C. Shop Drawings: Include details of steel reinforcement placement including material, grade, bar <br /> schedules, stirrup spacing, bent bar diagrams, arrangement, and supports. <br /> <br /> D. Material certificates. <br />1.3 QUALITY ASSURANCE <br /> <br /> A. Manufacturer's Qualifications: A firm experienced in manufacturing ready-mixed concrete <br /> products complying with ASTM C 94 requirements for production facilities and equipment. <br /> <br /> B. Comply with ACI 301, "Specification for Structural Concrete, "including the following, unless <br /> modified by the requirements of the Contract Documents. <br /> 1. General requirements, including submittals, quality assurance, acceptance of structure, <br /> and protection of in-place concrete. <br /> 2. Formwork and form accessories. <br /> 3. Steel reinforcement and supports. <br /> 4. Concrete mixtures. <br /> 5. Handling, placing, and constructing concrete. <br /> <br />PART 2 - PRODUCTS <br /> <br />2.1 MATERIALS <br /> A. Formwork: Furnish formwork and form accessories according to ACI 301. <br /> <br /> B. Steel Reinforcement: <br /> 1. Reinforcing Bars: ASTM A 615/A 615M, Grade 60 (Grade 420), deformed. <br /> 2. Plain-Steel Welded Wire Fabric: ASTM A 185, fabricated from as-drawn steel wire into <br /> flat sheet. <br /> <br /> C. Concrete Materials: <br /> 1. Portland Cement: ASTM C 150, Type I or II. <br /> 2. Normal-Weight Aggregate: ASTM C 33, uniformly graded, not exceeding 1-1/2 inch <br /> (38-mm) nominal size. <br /> 3. Water: Complying with ASTM C 94. <br /> <br />City of Paris, Texas 03300 - 1 T-Hangar Building <br /> <br /> <br />