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<br />TABLE Aa <br />SUMMARY OF LABORATORY TEST RESULTS <br /> <br /> <br />JOB NO. 26,559 <br /> NATURAL SWELL ATTER BERG LIMITS PASSING ASTM D 698 DIRECT SHEAR PERMEABILITY <br />TEST <br />PIT DEPTH <br /> <br />R NATURAL <br />MOISTURE <br />% DRY <br />DENSITY <br /> <br />% LIOUID <br />LIMIT <br />% PLASTICITY <br />INDEX <br />% N0.200 <br />SIEVE <br />% MAX. DRY <br />DENSITY OPTIMUM <br />MOISTURE <br />% FRICTION <br />ANGLE <br />d roes COHESION <br /> <br />s <br /> <br />cMsec SOIL TYPE <br />TP-1 3 11.3 105 2.0 SAND CLAYEY SC <br />TP-1 3 7.1 28 14 41 SAND CLAYEY SC <br />TP-1 7 6.8 112 SAND CLAYEY SC <br />TP-1A 0 2.4 99 SAND, CLAYEY SC <br />TP-1A 0 2.4 101 SAND, CLAYEY SC <br />TP-1A 0 2.4 103 SAND, CLAYEY SC <br /> <br />TP-2 5 9.5 93 33 15 52 CLAY SANDY CL <br /> <br />TP-3 3 12.2 99 55 CLAY, SANDY CL <br /> <br />TP-4 2 8.6 75 17 6d CLAY SANOV CL <br />TP-4 3.5 8.5 93 CLAY, SANDY CL <br />TP-4 4 7.1 27 12 5] CLAY, SANDY CL <br />TP-4 4 6.5 88 SAND CLAYEY SC <br />TP-4 7 8.5 14 130.0 6.0 2.4 s 10' GRAVEL AND SAND GM <br /> <br />TP-5 5 5.2 27 11 54 113.5 14.0 CLAY, SANDY CL <br />TP-5 10 20.7 64 CLAY SOME SAND CL <br /> <br />TP-7 2 8.9 25 SAND CLAYEY SC <br />TP-7 4 7.1 10 GRAVEL AND SAND GM <br /> <br />TP-0 2.5 13.7 3B 20 56 CLAY, SANDY CL <br />TP-0 8.5 19.9 CLAY, SANDY CL <br /> PEAK <br />COMBINE D SAMP LE CLAY SAN DY CL 31 14 57 112.0 14.5 19 920 CLAY SANDY Cl <br /> RESIDUAL CLAY SANDY CL <br /> 21 490 <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />- Swall due to weHln9 at • conatanl preaaurs o! 1,000 psf. NapatM values Indicate conaolldatlan. <br />Crl <br />