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TABLE I SUMMARY OF GEOTECHNCIAL LABORATORY TEST RESULTS SAMPLE LOCATION ATTERBERG LIMITS UNCONFINED Moisture(%) Gravel(%) Sand(%) 2 00 COMPRESSIVE USCS SOIL OR ROCK DESCRIPTION BORING NO. SAMPLE DEPTH(feet) 7(L) PI STRENGTH (psi) NO. N BA-1 S-1 9-10.5 11.8 68.4 19.8 SC-SM silty,clayey SAND 5-2 19-20.5 26.3 53.4 20.3 SC-SM silty,clayey SAND with gravel S-4 39-40.5 26.0 70.3 3.7 SP poorly graded SAND S-5B 49-50.5 10.5 53.8 35.7 21 3 SM silty SAND with gravel BAP-2 S-1 14-15.5 24.7 71.1 4.2 SP poorly graded SAND with gravel S-2 29-30.5 13.1 75.6 11.3 SP-SC poorly graded SAND with silt and clay BA-3 Bulk#1 1-10 59.0 44 25 CL sandy LEAN CLAY S-1B 9-10.5 45.7 39 20 CL sandy LEAN CLAY S-3 29-30.5 33.9 58.6 1 7.5 1 SP-SM poorly graded SAND with silt BAP-4 S-1 9-10.5 29.8 26 9 SP-SC poorly graded SAND with silt and clay S-2 29-30.5 17.9 77.6 4.5 SW-SM well graded SAND with silt and gravel R-1 42-42.58 31,840.0 LS/BR silty LIMESTONE BEDROCK BA-5 S-2 19-20.5 39.4 55.6 5.0 SP-SM poorly graded SAND with silt and gravel S-3 29-30.5 81.2 65 38 CH FAT CLAY with sand BA-6 S-1 9-10.5 36.0 53.5 10.5 SP-SM poorly graded SAND with silt and gravel S-3 29-30.5 34.6 54.7 10.7 SP-SM poorly graded SAND with silt and gravel BAP-7 S-1B 14-15.5 43.2 30 13 SC clayey SAND S-2 29-30.5 25.9 66.2 7.9 SP-SM poorly graded SAND with silt and gravel BA-8 5-1 9-10.5 24.8 70.6 4.6 SP-SM poorly graded SAND with silt and gravel S-5 49-50.5 26.8 65.6 7.6 SW-SM well graded SAND with silt,clay and gravel S-6A 59-60.5 72.4 35 17 CL sandy LEAN CLAY BA-9 5-1 20-21.5 9.3 85.6 5.1 SP-SM poorly graded SAND with silt S-3 49-50.5 16.4 73.6 10.0 SP-SM poorly graded SAND with silt S-5 79-80.5 31.9 55.2 12.9 SP-SC poorly graded SAND with clay and gravel BRIERLEY ASSOCIATES Creating Space Underground Page 1 of 2