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r <br /> LOG SYMBOLS <br /> PERCENT FINERTHAN THE NO.4 SIEVE <br /> . <br /> BULK/BAG SAMPLE 4 (ASTM Test Method.C 136) <br /> PERCENT FINER <br /> MODIFIED CALIFORNIA SAMPLER 200 THAN THE NO.200 SIEVE <br /> (2-112 inch outside diameter) (ASTM Test Method C 917) <br /> f CALIFORNIA SAMPLER LL LIQUID LIMIT <br /> (ASTM Test Method D 4318) <br /> i (3 inch outside diameter) <br /> STANDARD PENETRATION PI ASTM1CITY Test MetDhod D 4318) <br /> SPLIT SPOON SAMPLER <br /> (2 inch outside diameter) <br /> CONSOLIDATE6 UNDRAINED <br /> TXCU TRIAXIAL COMPRESSION <br />'4 <br /> CONTINUOUS CORE (EM 1190-1-1906) <br /> SHELBY TUBE Ef EXPANSION INDEX <br /> (UBC STANDARD 18-2) <br /> ROCK CORE COL COLLAPSE POTENTIAL <br /> 1 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 /> GENERAL NOTES <br /> 9.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 /> I <br /> 3.Logs represent general 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 /> o Where laboratory tests were performed,the designations reflect the laboratory fest results. <br /> �� LOG KEY PLATE <br /> KL EIIVFELOEFt LIMITED SOIL SAMPLING ANALYSIS <br /> W F:y^tl.Peoc'e.FiyntSdutions A-ONE GAS AND FOOD <br /> Y \��✓ 574 W. GRANT LINE ROAD <br />' ° Drafted By: G. GOMEZ Project No.: 114595.1 TRACY, CALIFORNIA <br /> r Date? 12/1412010 File Number: STO1.0G067 <br /> Copyright Kieinieitler,2010 <br />