Laserfiche WebLink
SECTION 033000-CAST-IN-PLACE CONCRETE <br /> PART 1 GENERAL <br /> 2.1 SECTION INCLUDES <br /> A. Concrete formwork. <br /> B. Floors and slabs on grade. <br /> C. Concrete foundations and anchor bolts for pre-engineered building. <br /> D. Concrete reinforcement. <br /> E. Joint devices associated with concrete work. <br /> F. Miscellaneous concrete elements,including equipment pads, light pole bases,flagpole bases,thrust blocks,and <br /> manholes. <br /> G. Concrete curing. <br /> 2.2 REFERENCE STANDARDS <br /> A. ACI 301-Specifications for Structural Concrete;American Concrete Institute International;2010. <br /> B. ACI 302.111-Guide for Concrete Floor and Slab Construction;American Concrete Institute International;2004 <br /> (Errata 2007). <br /> C. ACI 305R-Hot Weather Concreting;American Concrete Institute International;2010. <br /> D. ACI 306R-Cold Weather Concreting;American Concrete Institute International;2010. <br /> E. ACI 308R-Guide to Curing Concrete;American Concrete Institute International;2001(Reapproved 2008). <br /> F. ACI 318-Building Code Requirements for Structural Concrete and Commentary;American Concrete Institute <br /> International;2011. <br /> G. ASTM C494/C494M-Standard Specification for Chemical Admixtures for Concrete;2013. <br /> 2.3 SUBMITTALS <br /> A. Product Data: Submit manufacturers'data on manufactured products showing compliance with specified <br /> requirements and installation instructions. <br /> B. Mix Design: Submit proposed concrete mix design(s). <br /> 1. Indicate proposed mix design complies with requirements of ACI 301,Section 4-Concrete Mixtures. <br /> 2. Indicate proposed mix design complies with requirements of ACI 318,Chapter 5-Concrete Quality,Mixing <br /> and Placing. <br /> 2.4 QUALITY ASSURANCE <br /> A. Perform work of this section in accordance with ACI 301 and ACI 318. <br /> 1. Maintain one copy of each document on site. <br /> B. Follow recommendations of ACI 305R when concreting during hot weather. <br /> C. Follow recommendations of ACI 306R when concreting during cold weather. <br /> PART 2 PRODUCTS <br /> 3.1 AGGREGATE BASE AND CHOKER MATERIAL <br /> A. Exterior pavement areas shown on the Drawings referencing the"Foundation Subsurface Preparation"for base <br /> preparation shall receive aggregate base materials as specified herein unless otherwise shown on the <br /> Foundation Subsurface Preparation. <br /> 2-26-18 <br /> 033000- 1 <br />