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PROTECT <br />LOGS OF TEST PIT OBSERVATIONS <br />Proposed Building - 3065 Spruce Street JOB NO 2171 <br />TEST PIT # 4 SURFACE ELEVATION <br />DEPTH IN FEET <br />DESCRIPTION OF MATERIAL FIELD NOTES /TESTS <br />0 -3' Fill, Fly Ash, (firm) <br />3' -6' Fill, mostly silty sand, brown, fic,u <br />6' -7' Organic clay, black, soft (OH) <br />7' -8' Lean clay, gray, soft (CL) <br />COMPLETION DATE 6 -20 -94 <br />FIELD EN9GINEER <br />L. Rasmussen <br />TINE 4:40 <br />TEST PIT 5 SURFACE ELEVATION <br />DEPTH IN FEET DESCRIPTION OF MATERIAL <br />0 -4' Fill, Fly Ash, (firm) <br />4' -6;5' Fill, silty sand, brown (firm) <br />6.5' -7' Sandy silt,fine grained, gray, loose (ML) <br />COMPLETION DATE 6 -20 -94 TIME 4:55 <br />FIELD ENGINEER L. Rasmussen <br />TEST PIT # 6 SURFACE ELEVATION <br />FIELD NOTES /TESTS <br />DEPTH IN FEET DESCRIPTION OF MATERIAL <br />0 -6' Fill, Fly Ash (firm) <br />6' -9' Fill, silty sand, brown, firm <br />9' -10' Silty sand, fine grained, gray, loose (SM) <br />COMPLETION DATE 6 -20 -94 TIME 5:10 <br />FIELD ENGINEER <br />L. Rasmussen <br />FIELD NOTES /TESTS <br />Page 57 <br />