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LOG SYMBOLS <br /> PERCENT FINER <br /> -4 THAN THE NO.4 SIEVE <br /> BULK/BAG SAMPLE (ASTM Test Method C 136) <br /> PERCENT FINER <br /> 200 <br /> EV <br /> MODIFIED CALIFORNIA SAMPLER <br /> (ASTM I <br /> Test Method C117) <br /> (2-1/2 inch outside diameter) <br /> LIQUID LIMIT <br /> CALIFORNIA SAMPLER LL (ASTM Test Method D 4318) <br /> (3 inch outside diameter) <br /> PLASTICITY INDEX <br /> STANDARD PENETRATION PI (ASTM Test Method D 4318) <br /> SPLIT SPOON SAMPLER <br /> (2 inch outside diameter) <br /> CONSOLIDATED UNDRAINED <br /> TXCU TRIAXIAL 111AOL,CO�MOP6RESSION <br /> CONTINUOUS CORE <br /> EXPANSION INDEX <br /> EI <br /> SHELBY TUBE (UBC STANDARD 18-2) <br /> COL COLLAPSE POTENTIAL <br /> ROCK CORE <br /> WATER LEVEL UNCONFINED COMPRESSION <br /> (level where first encountered) UC (ASTM Test Method D 2166) <br /> WATER LEVEL <br /> (level after completion) <br /> MOISTURE CONTENT <br /> SEEPAGE MC (ASTM Test Method D 2216) <br /> GENERAL NOTES <br /> F <br /> rata on the logs represent approximate boundaries only. Actual transitions may be gradual. <br /> continuity of soil conditions between individual sample locations. <br /> ided as to the con ty <br /> neral soil conditions observed at the point of exploration on the date indicated. <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 /> 0 <br /> m <br /> m <br /> LOG KEY <br /> 7LATE <br /> 0 99 SPEEDWAY <br /> �� KLEINFELDER 4105 N. WILSON WAY <br /> LU STOCKTON, CALIFORNIA <br /> Y <br /> o Drafted By: G.GOMEZ Project No.: 58671.E01 <br /> a Date: 9/9/2005 File Number: ST05G137 <br /> Y <br /> Copyright Kleintelder,Inc.2005 <br />