Portland Cement Concrete (PCC) mix design for a mild-exposure air-entrained concrete to be used for a large project with the following criteria: Calculate trial weights of CA, FA, PC and normal water weight in lbs for a batch of 1.0 cubic yard of concrete. Show step-by-step and with Ref. equation and/or Table No. from Syllabus Textbook. Given: Nominal maximum aggregate size: 11/2" Coarse Aggregate (CA) unit weight 102.0lb/ft3 CA specific gravity: 2.615 \% Moisture content: .0 .4 to 0.5% Fine aggregate (FA) unit weight: 120.5lb/ft3 FA specific gravity: 2.855 Fineness Modulus (FM) of FA: 2.70 Portland Cement specific gravity: 3.15 Water-cement (w/c) ratio for the mix trial: 0.50 Water unit weight: 62.4lb/ft3 % Total moisture content for aggregates assumed: 0.4 to 0.5% % Absorbed moisture for aggregates assumed: 2.2 to 2.6%