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TECHNICAL SERVICES <br />GEOTECMNICAL DEPARTMENT <br />Compaction Test Repor4 <br /> <br />• <br />Project Name Boring No. <br />Project No. 1002-010 Area <br />Laboratory J. L. Valentine Inc. (1010) pate 6/12/81 <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />~ 15 <br />u <br />a 1 <br /> <br />>- <br />. <br />c <br />d <br />> ~ ~ 110 <br /> <br /> <br /> <br /> ' <br /> 105 <br /> <br /> <br /> <br /> <br /> <br />Wa[er Content, per cent of dry weigh[ <br />5 10 15 20 <br />Standard compactiontcst ASThI 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 ~,~) <br /> <br />No. 4 y, > <br /> <br />'/. in. <br />1 - Sand Cla (CL) - 28 15 - - <br /> <br /> <br /> <br />Sample No. 1 <br />Natural water content in per cent <br />Optimum water content in per cent <br />Max dry density in Ib/cu 1t 113 <br />Remarks <br />o~1a~a <br />r,,..•. l~.r r. , <br />