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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 /> MODIFIED CALIFORNIA SAMPLER PERCENT FINER <br /> (2-1/2 inch outside diameter) -200 THAN THE NO. 200 SIEVE <br /> (ASTM Test Method C 117) <br /> CALIFORNIA SAMPLER LL LIQUID LIMIT <br /> (3 inch outside diameter) (ASTM Test Method D 4318) <br /> STANDARD PENETRATION PI PLASTICITY INDEX <br /> SPLIT SPOON SAMPLER <br /> (2 inch outside diameter) (ASTM Test Method D 4315) <br /> SOILD CORE EI EXPANSION INDEX <br /> (UBC Standard 29-2) <br /> CORE BARREL COL COLLAPSE POTENTIAL <br /> (2-3/8 inch inside diameter) <br /> WATER LEVEL UC UNCONFINED COMPRESSION <br />' (level after completion) <br /> WATER LEVEL MC MOISTURE CONTENT <br /> (Level where first encountered) <br /> GENERAL NOTES <br />' 1 Lines separating strata on the logs represent approximate boundaries only. Actual transitions may be <br /> 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 designations presented on the logs were evaluated by visual <br /> methods only Therefore, actual designations (based on laboratory tests) may vary. <br /> LOG KEY PLATE <br /> K LEI N F E L D E R WEST CLAY PROPERTIES <br /> A-2 <br /> PROJECT NO. 20-376901 <br /> Copyright KLeinfelder, Inc. 1994 <br />