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<br />JOB NO. 25,385 <br /> <br />TABLE I <br /> <br />SUMMARY OF LABORATORY TEST RESULTS <br /> <br /> MAXIMUM OPTIMUM ATTERBERG LIMITS INTERNAL <br />HOLE DEPTH DRY DENSITY MOISTURE LIQUID PLASTICITY PERMEABILITY COHESION FRICTION SOIL TYPE <br /> (ASTM 0 698) (ASTM 0698) LIMIT INDEX ANGLE <br /> (FT) (PCF) (%) (%) (%) (CM/SEC) (PSF) (DEGREES) <br />TP-1 OT04 33 10 SAND, CLAYEY, GRAVELLY, <br /> COBBL Y (SC). <br />TP-1 7T08 118.5 11.5 34 15 5.5 X 10-' SAND, CLAYEY, SLIGHTLY <br /> GRAVELLY (Se). <br />TP-2 OT02 123.5 9 24 NP 7.8 X 10'" SAND, SILTY, GRAVELLY, <br /> COBBL Y (SM). <br />TP-3 3T05 29 7 SAND, CLAYEY, GRAVELLY, <br /> COBBL Y (SC). <br /> <br />~..._~7 <br />