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L <br /> L LOG SYMBOLS <br /> I <br /> PERCENT FINER <br /> BULK/BAG SAMPLE -4 THAN THE NO.4 SIEVE <br /> (ASTM Test Method C 136) <br /> L , PERCENT FINER <br /> MODIFIED CALIFORNIA SAMPLER -200 THAN THE NO.hoSIEVE <br /> (2-1/2 inch outside diameter) (ASTM Test Method <br /> C 777) <br /> L CALIFORNIA SAMPLER LL LIMIT <br /> (ASTM Test Method D 4378) <br /> (3 inch outside diameter) (ASTM <br /> STANDARD PENETRATION PLASTICITY INDEX <br /> SPLIT SPOON SAMPLER PI (ASTM Test Method D 4318) <br /> (2 inch outside diameter) CONSOLIDATED <br /> L TXCU TRIAXIAL COMPRESSION N <br /> CONTINUOUS CORE (EM 1110-1-1906) <br /> ` SHELBY TUBE EI EXPANSION INDEX <br /> (UBC STANDARD 18-2) <br /> HOCK CORE COL COLLAPSE POTENTIAL <br /> r �] WATER LEVEL <br /> (level where first encountered) UC UNCONFINED COMPRESSION <br /> WATER LEVEL (ASTM Test Method D 2166) <br /> �^— (level after completion) <br /> iv SEEPAGEMC 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 /> •. <br /> 2.No warranty is provided as to the continuity of soil conditions between individual sample locations. <br /> V3.Logs represent general soil conditions observed at the point of exploration on the dale 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 /> L m <br /> 'a <br /> LOG KEY PLATE <br /> k1922205 L E I N F E L D E R 22205 JOHNSON ROAD <br /> w CLEMENTS, CALIFORNIA <br /> o Drafted By: GDG Project No.: 37050.G01 A-2 <br /> d Date: 1 1,1 9,2003 File Number: ST03G27 1 <br /> f � c�cvrW,mcimwu. u<.cw� _ <br />