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BORING <br />NO. <br />SAMPLE <br />NO. <br />DRY UNIT <br />WEIGHT <br />ID/ft3 <br />MOISTURE <br />CONTENT <br />% OF DRY <br />-WEIGHT <br />GRADING ANALYSES <br />SIEVE SIZE - PERCENT PASSING HYDROMETER ANALYSES' <br />ATTERBERG UNCONFINED <br />LIMITS COMPRESSIVE <br />. STRENGTH <br />L.L. P.1. kips/ W <br />111 <br />3/4" <br />4 10 40 200 SILT SIZE CLAY SIZE COLLOIDS <br />B-1 <br />40' <br />96.2 <br />20.1 <br />k= <br />8.2 x 10 6 an/sec Brown Clayey Fine to Med Sand 50 Blows last 2" <br />B-2 <br />-- <br />B-4 <br />30' <br />- <br />35' <br />106.8 <br />13.0 <br />k= <br />--- <br />1.0 x 104 cm/sec Brown Silty Fine Sand 50 blows last 2 <br />98 <br />16.9 <br />k= <br />-- --T -- t — F --t- i-- -- <br />2.4 x 104 cm/sec Brown Silty Fine to Med Sand 50 blows last 2" <br />