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LOG SYMBOLS <br /> PERCENT FINER <br /> BULK 1 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 /> (2-112 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 /> CONSOLIDATED UNDRAINED <br /> CONTINUOUS CORE TXCU TRIAXIAL_COMPRESSION <br /> (EM 1110-1-1906) <br /> SHELBY TUBE El EXPANSION INDEX <br /> (UBC STANDARD 18-2) <br /> ROCK CORE COL COLLAPSE POTENTIAL <br /> �] WATER LEVEL <br /> W (level where first encountered) UC UNCONFINED COMPRESSION <br /> WATER LEVEL (ASTM Test Method D 2166) <br /> (level after completion) <br /> 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 /> 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 /> 0 <br /> I <br />� o <br /> r. LOG KEY PLATE <br /> kn K L E I N F E L D E R SOIL SUITABILITY STUDY <br /> > PROPOSED OFFICE WITH RESTROOM <br /> Y, 5184 W. HIGHWAY 12 <br /> o Drafted By: G.GOMEZ Project No.: 81538.G01 LODI, CALIFORNIA <br /> Date: 10/4/2007 File Number. ST07G122 <br /> CopyrgM Kleinfelder,Inc.2007 - - <br /> 4 <br />