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TECHNICAL SERVICES <br />GE OTECHNIC 4L DEPARTI.~IE NT <br />Compaction Test Report <br />C~ <br />• <br />Project Name Boring No. J <br />Project No. 1002-010 Area f <br />Laboratory J. L. Valentine Inc. 1010 Date 6 12 81 <br /> <br /> <br /> <br /> I <br /> f <br /> 120 <br /> <br /> <br /> <br /> <br />~ 115 <br />U <br />D <br />T <br />.N <br />C <br />d <br /> <br />. <br />> ~ 1 <br /> 1 <br />0 <br /> <br /> ' <br /> <br /> 105 <br /> <br /> <br /> <br /> <br /> <br />Water content, per cent of dry weight <br />5 10 15 20 25 <br />Standard compaction test ASTM 698-78 Method "A" <br />25 blows per each of 3 layers, with 5, 5 Ib. yammer anri <br />12 inch drop. 4 0 inch diameter mold <br />' <br />Sample <br />No. Elev. or <br />Depth Classification G LL PL %~ <br />No. 4 %~ <br />is in. <br />5 - Sandy, Silty Clay (CL-ML) - 21 14 - - <br /> <br /> <br /> <br />Sample No. ~ 5 <br />Natural water content in per cent ~ _ <br />Optimum water content in per cent <br />Max dry density in Ib/cu }t 118 <br />Remarks <br /> <br /> <br />o~za~e <br />1'mm'1Sr7'-~~i <br />