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LOG SYMBOLS <br /> BULK/BAG SAMPLE <br /> -4 THAN THE NO.4 SIEVE <br /> (ASTM Test Method C 136) <br /> PERCENT FINER <br /> r MODIFIED CALIFORNIA SAMPLER -200 ASTNT est Method C E17E <br /> (2-1/2 inch outside diameter) ( ) <br /> CALIFORNIA SAMPLER LL LIQUID LIMIT <br /> (3 inch outside diameter) (ASTM Test Method D 4318) <br /> y STANDARD PENETRATION PLASTICITY INDEX <br /> SPLIT SPOON SAMPLER PI (ASTM Test Method D 4318) <br /> (2 inch outside diameter) <br /> TXCU TRIAXIOALDCOMPRESSIONNED <br /> CONTINUOUS CORE (EM 1110-1-1906) <br /> EI EXPANSION INDEX <br /> SHELBY TUBE (UBC STANDARD 18-2) <br /> ~ <br /> ROCK CORE COL COLLAPSE POTENTIAL <br /> Is WATER LEVEL <br /> (level where first encountered) UC UNCONFINED COMPRESSION <br /> WATER LEVEL (ASTM Test Method D 2166) <br /> (level after completion) <br /> 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 soil conditions between individual sample locations. <br /> 3.Logs represent general soil conditions observed at the point of exploration on the date indicated. <br /> f.. <br /> 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 /> V LOG KEY PLATE <br /> KLEINFELDER SIKH TEMPLE <br /> 5 <br /> o Drafted By: G.GOMEZ Project No.: 59149.G01 <br /> r Date: 8/30/2005 File Number: ST05G159 <br /> Wp�rt wmkiox.nc.zom <br /> r. <br />