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LLOG SYMBOLS <br /> ® PERCENT FINER <br /> BULK/BAG SAMPLE -4 THAN THE NO.4 SIEVE <br /> (ASTM Test Method C 136) <br /> LPERCENT FINER <br /> MODIFIED CALIFORNIA SAMPLER -200 THAN THE NO.200 SIEVE <br /> (2-1/2 inch outside diameter) (ASTM Test Method C 117) <br /> LCALIFORNIA SAMPLER LL LIQUID LIMIT <br /> (3 inch outside diameter) (ASTM Test Method D 4318) <br /> a STANDARD PENETRATION PLASTICITY INDEX <br /> SPLIT SPOON SAMPLER PI (ASTM Test Method D 4318) <br /> }` (2 inch outside diameter) <br /> CONSOLIDATED UNDRAINED <br /> CONTINUOUS CORE TXCU TRIAXIAL COMPRESSION <br /> L (EM 1110-1-1906) <br /> SHELBY TUBE EI EXPANSION INDEX <br /> (UBC STANDARD 18-2) <br /> ROCK CORE COL COLLAPSE POTENTIAL <br /> t. 7 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 /> Y. <br /> GENERAL NOTES <br /> 1. Lines separating strata on the logs represent approximate boundaries only. Actual transitions may be gradual. <br /> V <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 /> L 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 /> a <br /> u LOG KEY PLATE <br /> k4 K L E I N FELDER ROGERS TRUCKING <br /> ` MUNFORD AVENUE q <br /> 4 Y STOCKTON, CALIFORNIA A-2 <br /> S Drafted 6y: COG Project No.: 35228.G01 <br /> x Date: 11111112003 File Number: ST03G229 <br /> t !',m"mxi.m�euw.e. voor <br />