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L <br /> LOG SYMBOLS <br /> ` ® -4 THAN THE FINER <br /> BULK SIEVE <br /> BULK/BAG SAMPLE (ASTM Test Method C 136) <br /> PERCENT r ' -200 THAN THE NIOE 00 SIEVE <br /> MODIFIED CALIFORNIA SAMPLER <br /> (2-1/2 inch outside diameter) (ASTM Test Method C 117) <br /> CALIFORNIA SAMPLER LL LIQUID LIMIT <br /> (3 inch outside diameter) (ASTM Test Method D 4318) <br /> STANDARD PENETRATION <br /> SITsethodSISOOAMPI (ASTM INDEX <br /> D 4318) <br /> (2 inch outside diameter) <br /> rCONSOLIDATED UNDRAINED <br /> CONTINUOUS CORE TXCU TRIAXIAL COMPRESSION <br /> (EM 1110-1-1906) <br /> SHELBY TUBE EI (UBC STIAONNDARD 18-2) <br /> ROCK CORE COL COLLAPSE POTENTIAL <br /> WATER LEVEL <br /> (level where first encountered) UC UNCONFINED COMPRESSION <br /> (ASTM Test Method D 2166) <br /> V WATER LEVEL <br /> (level after completion) <br /> SEEPAGE MC MOISTURE CONTENT <br /> (ASTM Test Method D 2216) <br /> GENERAL NOTES <br /> 1.Lines separating strata on the logs represent approximate boundaries only. Actual transitions may be gradual. <br /> 2.No warranty is provided as to the continuity of soil conditions between individual sample locations. <br /> 3.Logs represent general soil conditions observed at the point of exploration on the date indicated. <br /> r <br /> 4. In general, Unified Soil Classification System designations presented on the logs were evaluated by visual methods. <br /> Where laboratory tests were performed, the designations reflect the laboratory test results. <br /> � o <br /> e <br /> d <br /> LOG KEY PLATE <br /> y k% K L E IN FELDER SIKH TEMPLE <br /> Y <br /> 5 <br /> o Drafted By: G.GOMEZ Project No.: 59149.G01 <br /> Date: 8/30/2005 File Number. ST05G159 <br /> Y nv� <br /> �"YMgWlMM.1%.2055 <br /> r <br />