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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 /> ' PERCENT FINER <br /> MODIFIED CALIFORNIA SAMPLER -200 THAN <br /> Test Method SIEVE 1 <br /> (2-1/2 inch outside diameter) <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 EI (UBC STANDARD 18-2) <br /> HROCK CORE COL COLLAPSE POTENTIAL <br /> �] WATER LEVEL <br /> (level where first encountered) UC UNCONFINED COMPRESSION <br /> (ASTM Test Method D 2166) <br /> V WATER LEVEL <br /> (level after completion) <br /> / j SEEPAGE MC 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 so#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 Sal 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 /> 6 <br /> r LOG KEY PLATE <br /> y �� K L E I N F E L D E R PROPOSED ASHTON PLACE SUBDIVISION <br /> PETERS, CALIFORNIA <br /> Y <br /> °o Drafted By: GDG Project No.: 23197.G01 <br /> Date: 2/9/2006 File Number: ST02G145 <br /> Cop NKIeIfI .IM.3 <br />