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Table B-1: Summary of Laboratory Test Results <br />Boring No.Sample Depth <br />(ft) <br />Raw Blow <br />Sample Type USCS R-Value Count <br />(blows/ft) <br />Grain Size Atterberg Limits <br />Moisture Dry Density <br />ExpansionContent (%)(pcf) <br />1 Corrosion Direct Shear <br />3 ,t <br />Triaxial Consolidated- <br />Undrained Unconfined <br />Compression <br />Strength (psi) <br />Gravel | Sand <br />(%) 1 (%)Fines (%)| LL (%) | PL (%)| Pl (%) 1 <br />Minimum <br />pH Sulfate (%) Chloride (%)Resistivity <br />(ohm-cm) <br />Compression Indices <br />0.13 0.02 0.57 <br />Peak Peak Friction Angle kUltimate Ultimate Friction Cohesion Friction Angle <br />Cohesion (psf)(degrees)Conesion (psf)Angle (degrees)(psf)(degrees) <br />CL 5 <br />CL 37 17 20 <br />CL 11 19.6 105.9 <br />CL 4 <br />CL <br />CL 8 <br />CL 7 <br />CL 11 <br />CL 16 <br />SP-SM 20 1 87 12 <br />SM 4 <br />SM <br />CL 13 <br />CL 20 <br />CL 4 <br />CL 17 <br />CL <br />CL 11 19.5 <br />CL 48 <br />CUML 17 21.4 17 32 51 27 21 6 <br />SP 79 2 80 18 <br />SP-SM 34 19.1 0 94 6 <br />SP 45 <br />SM 54 9 <br />CL 8 <br />CL 18 <br />CL 3 <br />CL 37 17 20 <br />CL <br />SP 13 <br />SM 27 19.6 110.0 4 46 50 <br />Cl 50 <br />CL 61 16.1 116.6 <br />SP 25 2 93 5 <br />5M 24 17.3 4 57 39 <br />SM <br />CL 13 <br />CL 7 <br />CL 33 15 18 <br />CL 8 <br />CL <br />CL 9 <br />CL 13 <br />CL 25 <br />SP 34 13.7 <br />SW-SM 8 <br />SM <br />5 SPT <br />7 BULK <br />10 MC <br />15 SPT <br />20 SH <br />B-1 25 SPT <br />30 MC <br />35 SPT <br />40 MC <br />45 SPT <br />50 MC <br />0 BULK <br />2.5 SPT <br />7.5 MC <br />12.5 SPT <br />17.5 MC <br />22.5 SH <br />B-2 <br />27.5 SPT <br />32.5 MC <br />37.5 SPT <br />42.5 MC <br />47.5 SPT <br />50 MC <br />2 BULK <br />2.5 SPT <br />5 MC <br />10 SPT <br />15 SH <br />20 SH <br />B-3 <br />25 SPT <br />30 MC <br />35 SPT <br />40 MC <br />45 SPT <br />50 SPT <br />0 BULK <br />2.5 MC <br />7.5 SPT <br />12.5 SH <br />17.5 MC <br />22.5 5H <br />B-4 <br />27.5 MC <br />32.5 SPT <br />37.5 MC <br />42.5 SPT <br />47.5 MC <br />50 SH <br />14 49 1158 <br />Page 1 of 2