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GRADING ANALYSES UNCONFINED <br /> o MOISTURE ATTERBERG <br /> r`n DRY UNIT CONTENT SIEVE SIZE - PERCENT PASSING HYDROMETER ANALYSES LIMITS COMPRESSIVE <br /> STRENGTH <br /> BORING SAMPLE WEIGHT % OF DRY <br /> NO. NO. Ib/ft3 WEIGHT 1" 3/4'° 4 10 40 200 SILT SIZE CLAY SIZE COLLOIDS L.L. P.I. kips/ft= <br /> z <br /> 1-5 1 37.0 58.5 2.2 <br /> N <br /> 0 1-15 1 45.8 21.4 <br /> O <br /> now <br /> 0 1-25 1 <br /> i -- <br /> °D 2-10 83.2 18.3 <br /> 2-15 22.0 36.1 - <br /> m 3-10 1 56.1 24.4 <br /> 3-25 1 66.5 18.7 _ <br /> r 4-5 1 68.2 16.5 -- <br /> D <br /> W 4-10 1 95.5 19.2 0-95 <br /> 4-26 1 47.5 48.1 <br /> Q 4-36 1 92.9 14.6 <br /> -< 5-32.5 1 102.0 7.1 <br /> m 6-15 1 70.8 13.9 <br /> c/) - <br /> U) <br /> 6-25 1 100.7 6.2 0.68 <br /> SHELBY TUBES <br /> 1-17 1 87.8 7.6 <br /> 2-16 1 39.0 16.4 <br /> .® 3-15 1 76.6 18.9 <br /> r <br /> � <br /> m 4-15 1 63.7 30.8 0.57 <br /> .0 1 64.4 33.1 <br />