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LOG SYMBOLS <br /> r` PERCENT FINER <br /> BULK/BAG SAMPLE -4 THAN THE NO.4 SIEVE <br /> (ASTM Test Method C 136) <br /> PERCENT FINER <br /> MODIFIED CALIFORNIA SAMPLER -200 THAN THE N0.200 SIEVE <br /> (2-112 inch outside diameter) (ASTM.Test Method C 117) <br /> CALIFORNIA SAMPLER LIQUID LIMIT <br /> (3 inch outside diameter} LL (ASTM Test Method D 4318) <br /> f <br /> STANDARD PENETRATION PLASTICITY 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 <br /> (UBC STANDARD 18-2) <br /> ROCK CORE COL COLLAPSE POTENTIAL <br /> WATER LEVEL <br /> (level where first encountered) UC UNCONFINED COMPRESSION <br /> WATER LEVEL (ASTM Test Method D 2166) <br /> r <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 /> 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 /> e <br /> N <br /> h <br /> r 'a <br /> , m <br /> LOG KEY PLATE <br /> k" K L E I N F E L D E R NEW MINISTRY CENTER <br /> ST. MICHAEL'S CHURCH <br /> Y 5882 N. ASHLEY LANE A-2 <br /> o Drafted'By: G. GOMEZ Project No.: 56915.G01 STOCKTON, CALIFORNIA <br /> x Date: 5124/2005 File Number: ST05G097 <br /> ? GDWIghl KWrifelder,InC.2005 <br />