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<br />TABLE Aa <br />SUMMARY OF LABORATORY TEST RESULTS <br /> <br />JOB NO. 26,559 <br /> <br />TEST <br />PIT <br />DEPTH <br /> <br />R <br />NATURAL <br />MOISTURE <br />% NATURAL <br />DRY <br />DENSITY SWELL <br /> <br /> <br />% ATTER <br />LIOUID <br />LIMIT <br />% BERG LIMITS <br />PLASTICITY <br />INDEX <br />% PASSING <br />NO. 200 <br />SIEVE <br />% ASTM <br />MAX. DRY <br />DENSITY D 698 <br />OPTIMUM <br />MOISTURE <br />% DIRECT SHEAR <br />FRICTION COHESION <br />ANGLE <br />d real s PERMEABILITY <br /> <br /> <br />cMSec <br />SOIL TYPE <br />TP-1 3 11.3 105 2.0 SAND, CLAYEY SC <br />TP-1 3 7.1 26 14 q1 SAND, CLAYEY SC <br />TP-1 3 6.8 112 SAND, CLAYEY SC <br />TP•tA 0 2.4 99 SAND, CLAYEY SC <br />TP-1A 0 2.4 101 SAND, CLAYEY SC <br />7P-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 />TPA 2 8.8 35 17 64 <br />CLAY, SANDY CL <br />TPA 3.5 6.5 93 CLAY, SANDY CL <br />TPA 4 7.1 27 12 53 CLAY, SANDY CL <br />TP-4 4 8.5 88 SAND, CLAYEY SC <br />TPd 7 8.5 14 130.0 8.0 2.4 s 10'~ GRAVEL AND SAND GM <br /> <br />TP•5 5 5.2 27 11 54 11].5 1d.0 CLAY, SANDY CL <br />TP-5 10 20.7 64 CLAY, SOME SAND CL <br /> <br />TP-7 2 8.9 25 <br />SAND, CLAYEY SC <br />TP-7 4 7.1 10 GRAVEL AND SAND GM <br /> <br />TP$ 2.5 13.7 36 20 58 <br />CLAY, SANDY CL <br />TP43 6.5 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 />Shell due to wetting et ^ constant presauro d 1,000 psl. NapetNe values Indicate cenaolldetlon. <br />