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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 /> -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 PI PLASTICITY INDEX <br /> SPLIT SPOON SAMPLER <br /> (2 inch outside diameter) (ASTM Test Method D 4318) <br /> SHELBY TUBE EI EXPANSION INDEX <br /> (3 inch outside diameter) (UBC Standard 29-2) <br /> GRAB SAMPLE COL COLLAPSE POTENTIAL <br /> 1 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 <br /> may be gradual. <br /> 2. No warranty is provided as to the continuity of soil conditions between individual sample <br /> 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 L E I N F E L D E R TEVELDE PROPERTY <br /> 26250 CARTER ROAD A-3 <br /> Drafted By: JMY Project No.: 20-4322-01.G01 ESCALON, CALIFORNIA <br /> Date: 10/6/99 1 File Number: 20-4322-01.G01 <br /> Copyright Kleinfelder,Inc. 1999 <br />