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LOG SYMBOLS <br /> PERCENT FINER <br /> BULK!BAG SAMPLE -4 THAN THE NO, 4 SIEVE <br /> (ASTM Test Method C 136) <br /> ' 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 /> 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 /> CONSTXCU TR AXPALI DATED COMPRESS ON UNDRAINED <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 /> 17 WATER LEVEL <br /> (level where first encountered) UC UNCONFINED COMPRESSION <br /> V WATER LEVEL (ASTM Test Method D 2166) <br /> (level after completion) <br /> iv 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 /> e <br /> d <br /> LOG KEY PLATE <br /> K L E IN F E L D E R ROGERS TRUCKING <br /> MUNFORD AVENUE r� <br /> x STOCKTON, CALIFORNIA A-2 <br /> Drafted By GDG Prclect No 35222,Gol <br /> Date. 10/8/2003 File Number- ST03G229 I <br /> cn,.n�wi+mM.am 1. 2W <br />