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L; <br /> LOG SYMBOLS <br /> PERCENTFINER <br /> - BULK 1 13AG SAMPLE -4 THAN THE NO. 4 SIEVE <br /> (ASTM Test Method C 136) <br /> MODIFIED CALIFORNIAALIFORNIA SAMPLER PERCENT DINER <br /> -200 THAN THE NO. 200 SIEVE <br /> (2-:112 nidi outside di.unctcr) (ASTM Test Method C 117) <br /> LCALIFORNIA SAMPLER LL LIQUID LIMIT <br /> (3 inch outside diameter) (ASTM Test Method D 4318) <br /> L STANDARD PENETRATION PI PLASTICITY INDEX <br /> SPLIT SPOON SAMPLER <br /> (2 inch outside diameter) <br /> SHELBY <br /> Method 1) 4313) <br /> SHELBY TUBE El EXPANSION INDEX <br /> (3 inch outside diameter) (UBC Standard 29-2) <br /> L P=4 <br /> GRAB SAMPLE COL COLLAPSE POTENTIAL <br /> V WATER LEVE L UC UNCONFINED COMPRESSION <br /> L (level after completion) <br /> WATER LEVEL A11C MOISTURE CONTENT <br /> (level where first encountered) <br /> LGENERAL 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 /> L LOG KEY PLATE <br /> k" K L E I N F E L D E R: DELTA SIGN AND CRANE SERVICE <br /> L 2100 SANGUINETTI LANE A-2 <br /> Drafted By: Project No.: 20-2864-02.Eo2 STOCKTON, CALIFORNIA <br /> Date: File Number: <br /> Cooright Klerrfelder,Mr. 1999 <br />