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LLOG SYMBOLS <br /> LPERCENT FINER <br /> BULK/BAG SAMPLE -4 THAN THE NO.4 SIEVE <br /> (ASTM Test Method C 136) <br /> L ' 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 /> LIQUID LIMIT <br /> u■ CALIFORNIA SAMPLER LL (ASTM Test Method D 4318) <br /> (3 inch outside diameter) <br /> STANDARD PENETRATION PLASTICITY INDEX <br /> SPLIT SPOON SAMPLER PI (ASTM Test Method D 4318) <br /> (2 inch outside diameter) <br /> CONSOLIDATED UNDRAINED ED <br /> TCONTINUOUS CORE TXCU TRIAXIAL COMPRESSION <br /> (EM 1110-1-1906) <br /> SHELBY TUBE EI EXPANSION(UBC STANDARD INDEX8 -2) <br /> L <br /> ROCK CORE COL COLLAPSE POTENTIAL <br /> 6. WATER LEVEL <br /> (level where first encountered) UC UNCONFINED COMPRESSION <br /> WATER LEVEL (ASTM Test Method D 2166) <br /> (level after completion) <br /> SEEPAGE <br /> MC MOISTURE CONTENT <br /> (ASTM Test Method D 2216) <br /> 6' GENERAL NOTES <br /> 1.Lines separating strata on the logs represent approximate boundaries only. Actual transitions may be gradual. <br /> 6W <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 /> LF LOG KEY PLATE <br /> 0 <br /> k" K L E I N FELDER CALIFORNIA NUGGETS <br /> V w 23073 FREDERICK ROAD /� <br /> ` x RfPON, CALIFORNIA A-2 <br /> o Drafted By: GDG Project No.: 31917.GO1 <br /> x Dale: 9/11/2003 File Number: ST03132111 <br /> LCnnvrr9hl KlemleNer Ing.OBJ <br />