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H-R=KUMAR <br />TABLE 1 <br />SUMMARY OF LABORATORY TEST RESULTS <br />Project No. 1 8-7-599 <br />SAMPLE LOCATION <br />NATURAL <br />MOISTURE <br />CONTENT <br />a <br />NATURAL <br />DRY <br />DENSITY <br />GRADATION <br />PERCENT <br />PASSING <br />NO. 200 <br />SIEVE <br />ATTERBERG <br />LIMITS <br />UNCONFINED <br />COMPRESSIVE <br />STRENGTH <br />SOILTYPE <br />BORING <br />DEPTH <br />ft <br />GRAVEL <br />SAND <br />LIQUID <br />LIMIT <br />PLASTIC <br />INDEX <br />1 <br />5 <br />13.3 <br />119 <br />0 <br />21 <br />79 <br />33 <br />13 <br />Sandy Silty Clay <br />15 <br />11.0 <br />125 <br />46 <br />25 <br />7 <br />Silty Clayey Sand with Gravel <br />25 <br />15.2 <br />117 <br />33 <br />23 <br />5 <br />Silty Clayey Sand with Gravel <br />2 <br />2%Z <br />8.9 <br />112 <br />71 <br />24 <br />5 <br />Sandy Silty Clay <br />10 <br />12.7 <br />120 <br />Sandy Silty Clay <br />15 <br />18.0 <br />114 <br />2 <br />67 <br />31 <br />Silty Clayey Sand <br />25 <br />30.1 <br />91 <br />97 <br />26 <br />9 <br />1,100 <br />Silty Clay <br />3 <br />5 <br />12.8 <br />111 <br />8 <br />37 <br />55 <br />30 <br />10 <br />Sandy Silty Clay with Gravel <br />15 <br />11.0 <br />124 <br />46 <br />23 <br />5 <br />Silty Clayey Sand with Gravel <br />20 <br />17.3 <br />112 <br />45 <br />Silty Clayey Sand with Gravel <br />30 <br />15.8 <br />115 <br />49 <br />25 <br />7 <br />2,450 <br />Silty Clay and Sand <br />4 <br />5 <br />10.6 <br />121 <br />73 <br />34 <br />13 <br />Sandy Silty Clay <br />15 <br />10.1 <br />128 <br />52 <br />26 <br />8 <br />— <br />Sandy Silty Clay with Gravel <br />5 <br />2%Z <br />11.2 <br />100 <br />Sandy Silty Clay with Gravel <br />10 <br />13.6 <br />119 <br />48 <br />27 <br />8 <br />Silty Clayey Sand with Gravel <br />