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<br />"""'0 <br /> <br />.' . <br />- '.';'.' ~.. , <br /> <br />.~ . <br /> <br />~~ . . .. <br />. . <br /> <br />JOB NO. 25,385 ,I <br /> <br />3: <br />D <br />-< <br />N <br />'" <br /> <br />TABLE I <br /> <br />SUMMARY OF lABORATORY TEST RESULTS <br /> <br />\D <br />'" <br /> <br /> MAXIMUM OPTIMUM ATTERBERG LIMITS / -- INTERNAL <br />HOLE DEPTH DRY DENSITY MOISTURE LIQUID PLASTICITY PERMEABILrrv. COHESION FRICTION SOIL TYPE <br /> (ASTM 0 698) (ASTM D698) LIMIT INDEX I \ (PSF) ANGLE <br /> (Fl) (PCF) (%l /0/0) ("k) (CM/SEe) (DEGREES) <br />TP-1 OT04 33 10 SAND, CLAYEY, GRAVELLY, <br /> COBBlY (SC). <br />TP-1 .7T08 118.5 11.5 34 15 5.5 X 10-' SAND, CLAYEY, SLIGHTLY <br /> j GRAVELLY (se). <br />TP-2 OT02 123.5 9 24 NP 7,8 X 10"" I SAND, SILTY, GRAVELLY, <br /> I COBBL Y (SM). <br />TP-3 3T05 29 7 L SAND, CLAYEY, GRAVELLY, <br /> \ I COBBl Y (SC). <br /> I <br /> ""- <br /> c ",,- ./ <br /> ,~ AI\., <br /> . Alii ;~/h.r <br /> -l <br /> <br />~ <br />~ <br /> <br />lJ1 <br />\D <br />D <br />3: <br />r <br />;u <br />n <br />E <br />I'l <br /> <br />-n <br /> <br />~w <br />~,'"7) <br />-~ <br />