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LOG SYMBOLS <br /> ` -4 THAN THE NO.4 SIEVE <br /> BULK/BAG SAMPLE (ASTM Test Method C 136) <br /> PERCENT FINER <br /> MODIFIED CALIFORNIA SAMPLER -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 PENETRATIONPLASTICITY 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 INDEXANSION 8-2) <br /> ROCK CORE COL COLLAPSE POTENTIAL <br /> LWATER 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 /> L <br /> It. GENERAL NOTES <br /> L1.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 soil conditions between individual sample locations. <br /> L3. Logs represent general soil conditions observed at the point of exploration on the date indicated. <br /> L 4.In general, Unified Soil 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 /> LLOG KEY PLATE <br /> KLEIN F E L D E R 15933 SOUTH MANTHEY ROAD <br /> w LATHROP, CALIFORNIA <br /> Drafted By: G. GOMEZ Project No.: 52251.G01 �F <br /> 1 r Date: 2/1012005 File Number: ST05GI124 <br /> L <br /> Cnpy.�pMNdenlHder.inc 2Mw <br />