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I <br /> LOG SYMBOLS <br /> I PERCENT FINER <br /> BULK!BAG SAMPLE -4 THAN THE N0SIEVE <br /> (ASTM Test Method C 136) <br /> PERCENT FINER <br /> MODIFIED CALIFORNIAmeter)SAMPLER -200 THAN THE N0.200 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 /> PLASTICITY INDE <br /> SPLI SPOON SAMPLER DARD PENETRATJ PI (ASTM Test Method D 4318) <br /> (2 inch outside diameter) <br /> CONSOLIDATED UNDRAINED <br /> CONTINUOS CORE TXCU TRIAXIAL COMPRESSION <br /> (EM 1110.1-1906) <br /> SHELBY TUBE EI (BEXPANSION <br /> STANDARD 18-2) <br /> IROCK CORE COL COLLAPSE POTENTIAL <br /> WATER LEVEL <br /> _ (level where first encountered) UC UNCONFINED COMPRESSION <br /> (ASTM Test Method D 2166) <br /> WATER LEVEL <br /> — (level after completion) <br /> SEEPAGE MC MOISTURE CONTENT <br /> (ASTM Test Method D 2216) <br /> 1 <br /> GENERAL NOTES <br /> 1.Lines sepamfing strata on the logs represent approximate boundaries only. Actual transitions may be gradual. <br /> 2.No warranty is provided as to the continuity of soil conditions between individual sample locations. <br /> 3.Logs represent general so#conditions observed at the point of exploration on the date indicated. <br /> I 4.In general, Unified Soil Classification System designations presented on the logs wens evaluated by visual methods. <br /> Where laboratory tests were performed,the designations reflect the laboratory test results. <br /> S LOG KEY PLATE <br /> k1% K L E I N F E L D E R MOSSDALE VILLAGE <br /> wLATHROP,CALIFORNIA <br /> x A-2 <br /> �^ Drafted By: G.GOMEZ Project No.: 20-4099-G4.E02 <br /> Date: 7/7/2005 File Number ST05G116 <br /> Iccv;�n wMnna=.k aws <br /> 1 <br />