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Table B-1: Summary of Laboratory Test Results <br />Grain Size Atterberg Limits Corrosion Direct Shear <br />Moisture Dry Density Expansion <br />Content (%) (pcf) <br />9Compression Indices <br />Boring No. <br />Sample Depth <br />(11) <br />Raw Blow <br />Sample Type USCS R·Value Count <br />(blows/It) <br />Void <br />Ratio <br />CCE I Crt I <br />Triaxial Consolidated· <br />Undrained Unconfined <br />Compression <br />Strength (psi) <br />Gravel Sand | Fines{%)| LL (%) | PL (%)| P I (%) <br />lili <br />f Minimum <br />pH Sulfate (%) Chloride (%) Resistivity <br />, (ohm-cm) <br />Peak Peak Friction Angle Ultimate Ultimate Friction Cohesion Friction Angle <br />Cohesion (psf)(degrees)Cohesion (psf}Angle (degrees)(psf)(degrees) <br />O BULK SM <br />2.5 SPT CL <br />7.5 MC CL <br />12.5 SH CL <br />17.5 SPT CL <br />8-5 22.5 MC CL <br />27.5 SH CL <br />37 SPT SP <br />42 SPT SP <br />47 SPT SP <br />50 SPT SM <br />1 BULK <br />5 MC <br />10 SPT <br />15 SH <br />20 SPT <br />B-6 25 MC <br />30 SPT <br />35 MC <br />40 SPT <br />45 MC <br />50 SPT <br />0 BULK <br />5 MC <br />10 MC <br />15 MC <br />20 MC <br />B-7 25 MC <br />30 MC <br />35 MC <br />40 MC <br />45 MC <br />50 MC <br />9 <br />10 <br />5 <br />22 24.6 98.6 41 19 22 <br />30 11.7 <br />9 3 90 7 <br />48 <br />63 <br />;M <br />CL 12 <br />CL 7 21 <br />CL 42 18 24 <br />CL 2 <br />CL 12 <br />CL 14 <br />CL 22 <br />'-SM 36 22.4 3 76 21 <br />'-SM 37 43.3 <br />CL 4 <br />;M 34 8.6 8 23 827 <br />CL 11 18.5 105.8 <br />CL 7 45 20 25 0.24 0.03 0.82 <br />CL 8 23 102.4 0.17 0.03 0.71 <br />CL 13 <br />CL 16 20.3 109.2 43 14 29 0.17 0.03 0.67 <br />CL 13 <br />CL 31 <br />SM 13 0 86 14 <br />iM 17 19.1 110.2 <br />CL 21 <br />Page 2 of 2