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TECHNICAL SERVICES <br />GEOiECRNICAL DEPARTMENT <br />Compaction Test Report <br />• <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 /> I <br /> <br /> ' <br /> <br /> <br /> 125 <br /> <br /> <br /> I <br /> 120 i <br />Z I <br />a - <br />. <br />c <br />9 <br />~ <br /> 115 <br /> <br /> <br /> <br /> 110 <br /> <br /> <br /> <br /> <br /> <br />Water content, per cent of dry weight <br />5 10 15 20 25 <br />Standard compaction test ASTM 696-78 Method "D" <br />56 blows per each of ~ 3 layers, with 5 5 Ib. yammer anI <br />12 inch drop,. 6 inch diameter moll <br />Sample <br /> <br />No. Elev. or <br /> <br />Depth <br />Classification <br />G <br />L L <br />PL q,> <br /> <br />No. 4 %> <br /> <br />'/. in. <br /> <br />3 <br />- <br />Sand Gravel GP-GM <br />- <br />Non- <br />lasti <br />- j <br />- I <br />-~ <br /> <br /> <br /> <br />Sample No. ~ 3 ~ . <br />Natural water content in per cent ~ _ <br />Optimum water content in per cent 11.5 <br />Max dry density in Ib/cu ft ~ 2 2 , <br />Remarks <br />077a7d <br />1~nr nl 'IS1:'I'-i-+ <br />