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JOB NO. 25,385 <br /> TABLE <br /> SUMMARY OF LABORATORY TEST RESULTS <br /> MAXIMUM OPTIMUM ATTERBERG LIMITS INTERNAL <br /> HOLE DEPTH DRY DENSITY MOISTURE LIQUID PLASTICITY PERMEABILITY COHESION FRICTION SOIL TYPE <br /> (ASTM D 698) (ASTM D698) LIMIT INDEX ANGLE <br /> F PC % % % CM/SEC PS DEGREES <br /> TP-1 0 TO 4 33 10 SAND, CLAYEY, GRAVELLY, <br /> COBBLY SC). <br /> TP-1 7 TO 8 118.5 11.5 34 15 5.5 X 10,7 160 33 SAND, CLAYEY, SLIGHTLY <br /> GRAVELLY SC). <br /> TP-2 0 TO 2 123.5 9 24 NP 7.8 X 10 47 33 SAND, SILTY, GRAVELLY, <br /> COBBLY (SM). <br /> TP-3 3 TO 5 29 7 SAND, CLAYEY, GRAVELLY, <br /> COBBLY (SC). <br />