Detailed procedure required, dun just numerical results plzzzzzz:) A concrete is

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Detailed procedure required, dun just numerical results plzzzzzz:)

A concrete is being designed with a specified 28 day compressive strength of 3000 psi for a building foundation. The concrete should have a 2 inch slump. Design this mixture such that it can be used with severe freeze-thaw exposure, exposure to deicers, and exposure to severe sulfate. You can assume the concrete does not need additional special permeability or corrosion protection precautions. The concrete will use the following materials: type I ordinary portland cement with a specific gravity of 3.12 coarse aggregate (MSA of 1 1/2 in), an oven dry relative density of 2.70 and an oven dry bulk density of 105 lb/ft3 fine aggregate, oven dry relative density of 2.6 and fineness modulus of 2.8 3 inch cover will be used and the clear spacing between the bars is 4 inches. Wood resin based air entertainer No statistical data is available from previous mixtures Determine the mixture proportions and provide the following information Water, in lb/yd3 Water to cement ratio (~) Cement in lb/yd3 Coarse aggregate in lb/yd3 Fine aggregate in lb/yd3

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