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TABLE I <br /> SUMMARY OF GEOTECHNCIAL LABORATORY TEST RESULTS <br /> SAMPLE LOCATION ATTERBERG LIMITS <br /> UNCONFINED <br /> Moisture(%) Gravel(%) Sand(%) 0 COMPRESSIVE USCS SOIL OR ROCK DESCRIPTION <br /> BORING NO. SAMPLE DEPTH(feet) (o) LL PI STRENGTH (psi) <br /> NO. N N <br /> BA-10 Bulk#1 3-10 85.3 49 28 CL sandy LEAN CLAY <br /> S-1A 20-21.5 78.0 33 14 CL LEAN CLAY <br /> S-1B 20-21.5 21.2 77.0 1.8 SW well graded SAND with gravel <br /> 5-3 34-35.5 38.3 52.1 9.6 SW-SC well graded SAND with silt and clay <br /> S-5 79-80.5 13.1 83.9 3.0 SP-SM poorly graded SAND with silt <br /> BAP-11 S-18 24-25.5 85.3 49 28 CL-ML LEAN CLAY with silt and sand <br /> S-1A 24-25.5 3.0 90.0 7.0 SW-SM well graded SAND with silt <br /> S-2 39-40.5 24.9 68.3 6.8 SP-SM poorly graded SAND with silt and gravel <br /> 5-5 84-85.5 6.3 86.9 6.8 SP-SM poorly graded SAND with silt <br /> BA-12 S-1 14-15.5 27.0 64.8 8.2 SW-SM well graded SAND with silt and gravel <br /> S-3A 44-45.5 14.9 61.4 23.7 SP-SM poorly graded SAND with silt <br /> BA-13 S-1 19-20.5 3.4 59.5 37.1 23.0 7.0 SM SILTY SAND <br /> S-4 64-65.5 9.4 86.3 4.3 SP poorly graded SAND <br /> On-Site Stockpile #1 perimeter 5.4 25.3 50.9 23.8 28.0 11.0 SC clayey SAND with gravel <br /> Import from across the road 15.1 0.5 52.7 46.8 29.0 13.0 Sc clayey SAND <br /> Derr ro er <br /> Derr Import 6.5 40.0 27.0 11.0 SC clayey SAND <br /> Davis Farm Fines Import 8.1 73.8 38.0 21.0 CL sandy LEAN CLAY <br /> BA-3 Bulk#2 <br /> BA-6 Bulk#1 5-35 6.8 36.3 48.2 15.5 SP-SM poorly graded SAND with silt and gravel <br /> BA-12 Bulk#1 5-50 <br /> BRIERLEY <br /> ASSOCIATES <br /> Creating Spaces Underground Page 2 of 2 <br />