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A <br />a ° GRADING ANALYSES <br />O <br />m <br />BORING <br />NO. <br />SAMPLE <br />NO. <br />DRY UNIT <br />WEIGHT <br />Ib/ft3 <br />MOISTUREATTf.ROERG <br />CONTENT <br />% OF DRY <br />WEIGIIT <br />HYDROMETER <br />ANALYSES <br />LIMITS <br />UNCONFINED <br />COMPRESSIVE <br />STRE IIGTIi <br />kips/ftt <br />SIEVE <br />SIZE - PERCENT <br />PASSING <br />I" <br />3/ii" <br />Il <br />IO <br />40 <br />200 <br />SILT SIZE <br />CLAY SIZL <br />COLLOIDS <br />L.L. <br />1'.I. <br />z <br />O <br />1 <br />15 <br />- <br />---- <br />- - <br />- - - --- <br />0 <br />- 5 ---- <br />t5 <br />----- ------ <br />- - - 9-- <br />-- <br />r <br />3 <br />20 <br />36 <br />1.7 <br />1 <br />N <br />m <br />— <br />--__ <br />N <br />Z <br />3 <br />35 <br />48 <br />13 <br />7 <br />O <br />o <br />rn <br />rn <br />5 <br />15 <br />37 <br />17 <br />4 <br />. <br />C:) <br />® <br />5 <br />30 <br />35 <br />17 <br />9 <br />Lo <br />lit <br />