hw5 Spring 2011 Concrete

hw5 Spring 2011 Concrete - Rinker School of Building...

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Rinker School of Building Construction University of Florida BCN 5618 – Comprehensive Estimating Homework # 5a – Individual work Fill in the blanks using St Augustine St John County Airport Authority Multi-Purpose Building Specifications (http://web.dcp.ufl.edu/chini/courses/bcn5618/Final%20Project/arch%20structural%20specs%20-%20BASE %20BID%20B.pdf) 1. Reinforcing bars shall conform to ___________________________________ 2. Nominal maximum aggregate size for normal concrete is: _____________________ 3. Vapor retarder: polyethylene sheet, ASTM D 4397, not less than ________thick 4. Curing materials: Clear, Waterborne, Membrane-Forming Curing and Sealing Compound. Provide one of the following: _____________________ _____________________ _____________________ 5. Concrete mixes: Footings and Foundation Walls, Proportion normal-weight concrete mix as follows: a. _______________________ b. _______________________ c. _______________________ 6. Fly ash replacement of cement shall not exceed ____________ by weight. 7.
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hw5 Spring 2011 Concrete - Rinker School of Building...

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