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I <br /> LOG SYMBOLS <br /> PERCENT FINER <br /> BULK 1 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 /> (2-112 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 <br /> SPLIT SPOON SAMPLER PI PLASTICITY INDEX <br /> (2 inch outside diameter) (ASTM Test Method D 431.8) <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 /> Q 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" K L E I N F E L D E R SEAWALL EVALUATION <br /> WEBER POINT A-4 <br /> Drafted By Project No 20-1129-30 G01 CITY OF STOCKTON <br /> Date File Number <br /> Capynghr Klernjelder Inr 1996 <br /> i <br />