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i <br /> � I I <br /> � <br /> ' SECTION 03300 <br /> i <br /> � � I CONCRETE <br /> �, <br /> IART 1 GENERAL <br /> � 1 . 01 WORK INCLUDED <br /> ' � A. Provide concrete indicated on the drawings, described in <br /> these specifications, or otherwise required for proper <br /> completion of the work. Refer to the drawings to determine <br /> i the location and types of concrete used. <br /> I � 1 . 02 � RELATED WORK DESCRIBED ELSEWHERE <br /> � <br /> A. Section 01300 - Submittals <br /> � I <br /> 1 . 03 � REFERENCES <br /> ' ; A.� ACI 214 - Recommendations <br /> � <br /> I B.� ACI 301 - Specifications for StructuralConcrete Buildings . <br /> ' ; C.' ACI 302 - Guide for Concrete Floor and Slab Placement . <br /> � ; D. ACI 304 - Recommended Practice for Measuring, Mixing, <br /> Transporting and Placing Concrete . <br /> � E.i ACI 305 - Hot Weather Concreting. <br /> � � <br /> ' F . ACI 306 - Cold Weather Concreting. <br /> � G. ACI 308 - Recommended Practice for Curing Concrete. <br /> i <br /> ! H. ACI 309 - Recommended Practice for Consolidation of <br /> � � Concrete. <br /> i I . ACI 318 - Building Code Requirements for Reinforced <br /> ' i Concrete. <br /> • ' J. ASTM C31 - Standard Method of Making and Curing Concrete <br /> � Compressive and Flexural Strength Test Specimens in the <br /> ' Field. <br /> I K. ASTM C33 - Standard Specification for Concrete Aggregates . <br /> � � L. ASTM C39 - Standard Method of Test for Compressive <br /> � Strength of Molded Concrete Cylinders . <br /> � M. ASTM C94 - Standard Specification for Ready-Mixed <br /> Concrete. <br /> ' � <br /> November 25 , 1998 03300-1 98088 . 00 <br /> ' � I <br /> � <br />