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SECTION 03300 — CAST-IN-PLACE CONCRETE <br /> PART 1 - GENERAL <br /> 1.01 SUMMARY <br /> A. This Section specifies cast-in-place reinforced concrete, including embedded <br /> material and formwork. <br /> 1.02 QUALITY ASSURANCE <br /> A. Testing: to demonstrate conformance with the specified requirements for <br /> cast-in-place concrete, the Contractor shall provide the services of an <br /> independent testing laboratory. <br /> B. Basis For Quality: comply with ACI 301, except as modified herein. <br /> 1.03 SUBMITTALS <br /> A. Procedures: Section 01300. <br /> B. Concrete-Mix Designs. <br /> C. Concrete Placement Drawings. <br /> D. Waterstops. <br /> E. Surface Retarder. <br /> F. Curing Compound. <br /> G. Bonding and Repair Materials. <br /> H. Surface (Hardener. <br /> 1.04 CONCRETE MIX DESIGNS <br /> A. Compressive Strengths: unless otherwise specified, provide the following as <br /> minimum.: <br /> 1. Concrete walls and slabs: 4000 psi. <br /> 2. Concrete paving: 4000 psi. <br /> 3. Concrete post foundations: 2000 psi. <br /> PART 2 - PRODUCTS <br /> 2.01 CONCRETE <br /> A. Minimum Requirements: <br /> July 2)07 Division III-86 <br /> NEI Phase II Water and Sewer <br /> CIP Nos. 7468, 7589, 7590 <br />