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10 <br />TABLE Ei-I <br />SUMMARY OF LABORATORY TEST RESULTS <br />JOB N0. 1 5 <br /> <br />DEPTH NATURAL NATURAL DRY ATTERBERGLIMITS UNCONFINED TRIAXIAL SHEAR TESTS PASSING <br />HOLE <br />(FEET) MOISTURE <br />(,/~) DENSITY <br />IaCF) LIQUID <br />LIMIT PLASTICITY <br />INDEX COMPRESSIVE <br />STRENGTH DEVIATOR <br />STRESS CONFINING <br />PRESSURE N0. 200 <br />SIEVE <br />SOIL TYPE <br />TH-1 2-4 6.4 07 31 14 01 CLAY, SANDY (CL) <br /> 5.8 98 1980 720 <br /> 2130 1440 <br /> 2080"' 2880 <br />TH~2~ 14 13.8 133 39 23 6,880 82 CLAYSTONE, SANDY <br />TH-3 9 9.9 127 32,190 CLAYSTONE <br />TH-4 4 7.6 123 37 23 20,200 99 CLAYSTONE <br />TH-5 9 12.2 114 13,340 CLAYSTONE <br />TH-6 9 5.5 35 SANDSTONE, CLAYEY <br /> 19 11.5 124 28,900 CLAYSTONE <br />TH-7 4 15.5 107 31 14 71 CLAY, SANDY (CL) <br /> 14 26.5 96 32 15 90 CLAY, SL. SANDY (CL) <br />TH-7A 2-4 15.2 109 CLAY, SANDY (CL) <br /> 13-16 12.6 91 29 13 56 CLAY, SANDY (CL) <br /> 13.9 108 CLAY, SANDY (CL) <br />TH-8 4 20.5 106 15,600 WEATHERED CLAYSTONE <br /> 14 13.3 120 21,530 CLAYSTONE <br />TH-9 14 18.6 101 69 51 16,520 92 CLAYSTONE <br />TH-30 4 18.8 96 6,460 CLAY, SANDY (CL) <br /> 14 22.4 103 CLAY, SANDY (CL) <br /> <br /> <br /> <br />• LEAK DEVELOPED IN SYSTEM DURING 7RIAXIAL TEST <br />