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,.. <br /> ; . <br /> PRESSURE (LBS/FT2 X 103) <br /> .1 .2 .3 .4 .S 1 2 3 4 5 10 20 30 40 50 <br /> I <br /> I I I f I <br /> I <br /> I I I I ! <br /> 02 I I I I I <br /> ! I I I I <br /> I I ! I ! <br /> 04 I I I I I <br /> z <br /> I I I ! 1 <br /> i 06 I I I I <br /> U <br /> Z <br /> 7 <br /> I 1 ! ! I F <br /> Q 08 <br /> o I I I i I <br /> o I I I I I <br /> to I I I ! <br /> 12El <br /> I I _ <br /> a , <br /> Q <br /> I ! 1 I I = <br /> ! I 1 I 1 <br /> SAMPLE DRY <br /> o BORING DEPTH S0IL MOISTURE DENSITY <br /> KEY NUMBER (FT) CLASSIFICATION CONTENT (LBS/FT3) <br /> MW-I 53 GRAY SILT WITH FINE 34 87 <br /> SAND AND OCCASIONAL <br /> SHELLS (ML) <br /> ��j CONSOLIDATION TEST RESULTS <br /> Geoo,,.Engineers = <br /> FIGURE A-8 <br />