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TECHNICAL SERVICES <br />GEOTECMNICAL DEPARTMENT <br />Compaction Test Report <br />• <br /> <br />Project Name Boring No. <br />Project No. 1002-010 Area <br />Laboratory J. L. Valentine Inc. 1010 Date 6 12 81 <br /> <br /> <br /> <br /> <br /> <br /> <br /> 120 <br /> <br /> <br /> <br /> <br /> <br />a 115 <br /> <br /> <br />C <br />N <br />T] <br />T <br /> 110 <br /> <br /> <br /> <br /> <br /> 105 <br /> <br /> <br /> <br /> <br /> <br />5 Wat <br />1 er <br />0 con ten t, per <br />1 cen <br />5 t o f d ry we <br />2 igh <br />0 t <br />2 <br />5 <br />Standard compaction test AS TM 698-78 Method "A" <br />25 blows per each of 3 layers, with 5 ~ 5 Ib. yammer and , <br />12 inch drop. ~ 4. 0 inch diameter mold <br />Sample <br />No. Elev. or <br />Depth <br />Classification <br />G <br />LL <br />PL q, ~ <br />No. 4 %> <br />'/. in. <br />2 - Sand Cla (CL) - 34 4 - - <br /> <br /> <br /> <br />Sample No. ~ 2 <br />Natural water content in per cent - <br />Optimum water content in per cent 14 , 6 <br />Max dry density in Ib/cu ft 113 . S ' <br />Remarks <br />o~ao~a <br />r~r„~ 'ts~:T ...: <br />