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Everist Materials, <br />• <br />Cement: Type I-II <br />Fly Ash: Class F <br />Admixtures: Type F <br />Viscosity Modifying Admixture <br />Aggregates: Coarse Aggregate - No. 8 <br />Fine Aggregate -Washed Concrete Sand <br />CONCRETE MIX INFORMATION <br />Identification No: 340300SCC <br />MIX PROPORTIONS (Per one cubic yard of Concrete) <br />Cement 428 lbs. <br />Fly-ash 183 lbs. <br />Coarse Agg. 1630 lbs. <br />Fine Agg. 1370 lbs. <br />Type F 10oz/cwt to 15oz/cwt <br />VMA 3oz/cwt to 5oz/cwt <br />Water 275 lbs. (33 gal.) <br />PCt Box I 1 Sta <br />213/55 lfcv}~ ##'3 <br />Sil~zrcht~rtke, C© Rt'34~18 <br />t'hnne 537tA46~t•2SZI <br />t°3x ~}7t1-.~C,&2756 <br />These weights are based on S.S.D. condition and will be adjusted accordingly as the moisture <br />varies in the aggregates. <br />PHYSICAL PROPERTIES OF CONCRETE <br />Unit Wt. Of fresh <br />Concrete, (ASTM C 138), pcf: <br />Slump, (ASTM C143), inches spread: <br />Air Content, (ASTM C 231, <br />Pressure Method), %: <br />Water/Cementations Materials Ratio: <br />COMPRESSIVE STRENGTH <br />28-DAY <br />3500 PSI <br />142.0 to 150.0 <br />25" - 29" <br />1%-4% <br />0.47 <br />• <br />