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SOLVED: Using the following data for an unreinforced PCC Pavement slab:▪ Design Strength f'c = 4000 psi▪ Slab thickness = 12"▪ Standard deviation of f'c obtained from 20 samples = 200 psi▪ Ignore any exposure requirement▪ Use air entrained concrete▪ Fineness Modulus of Fine Aggregates = 2.60▪ Maximum aggregate Size = 2" and nominal maximum aggregate size 1 ½"▪ Bulk oven-dry specific gravity of Coarse Aggregate = 2.60▪ Oven-dry rodded density of coarse aggregate = 125 pcfFind t
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