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LOG SYMBOLS <br /> PERCENT FINER <br /> BULK/SAG SAMPLE -4 THAN THE NO.4 SIEVE <br /> (ASTM Test Method C 136) <br /> ' PERCENT FINER <br /> MODIFIED CALIFORNIA SAMPLER -200 THAN THE NO. SIEVE <br /> (2-1/2 inch outside diameter) (ASTM Test Method <br /> C 117) <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 /> CONSOLTXCU TRIAXIALDATED COMPRESSION ED <br /> CONTINUOUS CORE (EM 1110-1-1906) <br /> SHELBY TUBE EI EXPANSION INDEX <br /> (UBC STANDARD 18-2) <br /> ROCK CORE COL COLLAPSE POTENTIAL <br /> V WATER LEVEL <br /> (level where first encountered) UC UNCONFINED COMPRESSION <br /> T WATER LEVEL (ASTM Test Method D 2166) <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 /> 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 /> LOG KEY PLATE <br /> GILLIES TRUCKING OFFICE <br /> k4 K L E I N FELDER <br /> 3851 N. NEWTON ROAD /� <br /> Y STOCKTON, CALIFORNIA A-2 <br /> Drafted By: GOO Project No.: 37210.G01 <br /> Y Date: 11112/2003 File Number: ST03G266 <br /> ca� inm,�rein� M <br /> zoo,- <br />