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~OVE~T. <br /> <br />S T ~ LI C T U I~ A I.- E N G i N'E E R <br /> <br />Materials: <br /> <br />Concrete ............. 3000 psi at 28 days <br /> Slump (max) 3" +/- 1" <br /> Portland Cement ASTM C-150 <br /> 5-1/2 Sacks per Cubic Yard <br /> Aggregates per ASTM C-33 ~ <br /> 3/4" max.sized aggregate. <br /> water per ASTM C-94 <br /> 5%-7% Air-Entrained. <br /> Conc Temp Btwn 50F-90F <br /> <br />Note: The concrete supplier is to assume full responsibility <br />the mix design (Proportioning) and the performance of the <br />concrete. <br /> <br />Rebar ................. ASTM A615 Grade 40 <br /> Lap Splice 40 diams. <br /> <br />StgD! ................. ASTM A36 ($tr. Steel) <br /> ASTM A307 ~olts <br /> ASTM A185 Mesh <br /> ETOXX Electrodes <br /> <br /> <br />