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I <br /> L <br /> LOG SYMBOLS <br /> LPERCENT FINER <br /> BULK/BAG SAMPLE -4 THAN THE NO.4 SIEVE <br /> (ASTM Test Method C 136) <br /> 6. ' PERCENT FINER <br /> MODIFIED CALIFORNIA SAMPLER -200 THAN THE NO.200 SIEVE <br /> (2-1/2 inch outside diameter) (ASTM Test Method C 117) <br /> V <br /> CALIFORNIA SAMPLER LL LIQUID LIMIT <br /> (3 inch outside diameter) (ASTM Test Method D 4318) <br /> STANDARD PENETRATION PLASTICITY INDEX <br /> SPLIT SPOON SAMPLER PI (ASTM Test Method D 4318) <br /> (2 inch outside diameter) <br /> 6 CONSOLIDATED UNDRAINED <br /> CONTINUOUS CORE TXCU TRIAXIAL COMPRESSION <br /> (EM 1110-1-1906) <br /> r <br /> SHELBY TUBE EI EXPANSION INDEX <br /> (UBC STANDARD 18-2) <br /> ROCK CORE COL COLLAPSE POTENTIAL <br /> I <br /> V WATER LEVEL <br /> (level where first encountered) LIC UNCONFINED COMPRESSION <br /> WATER LEVEL (ASTM Test Method D 2166) <br /> L — (level after completion) <br /> SEEPAGEMC MOISTURE CONTENT <br /> (ASTM Test Method D 2216) <br /> r <br /> r <br /> GENERAL NOTES <br /> 1. Lines separating strata on the logs represent approximate boundaries only. Actual transitions may be gradual. <br /> r <br /> 2. No warranty is provided as to the continuity of soil conditions between individual sample locations. <br /> 3. Lags represent general soil conditions observed at the point of exploration on the date indicated. <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 /> r <br /> d <br /> C! <br /> LOG KEY PLATE <br /> k4KLEINFELDER SHEA PROPERTY <br /> w CHRISMAN AND VERNALIS ROADS <br /> YI - - - --- TRACY, CALIFORNIA 3 <br /> Drafted By: GDG Project No.: 47799.GO1 <br /> Date: 9/1/2004 File Number: ST04G201 <br /> :<IIryyM k IenIp1JM.Irx:U4 <br />