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` LOG SYMBOLS <br /> 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 NO.200 SIEVE <br /> (2-1/2 inch outside diameter) (ASTM Test Method C 117) <br /> 7 LIQUID LIMIT <br /> u■ CALIFORNIA SAMPLER LL (ASTM Test Method D 4318) <br /> (3 inch outside diameter) <br /> STANDARD PENETRATION <br /> 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 /> 1 SHELBY TUBE EIUANSION INDEX <br /> BC STANDARD 18-2) <br /> ROCK CORE COL COLLAPSE POTENTIAL <br /> ` 17 WATER LEVEL <br /> (level where first encountered) UC UNCONFINED COMPRESSION <br /> (ASTM Test Method D 2166) <br /> V WATER LEVEL <br /> L — (level after completion) <br /> SEEPAGE MC MOISTURE CONTENT <br /> (ASTM Test Method D 2216) <br /> L <br /> 6. <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 /> L 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 /> LMare laboratory tests were performed,the designations reflect the laboratory test results. <br /> 3 <br /> a <br /> L LOG KEY PLATE <br /> H K L E I N F E L D E R PILOT TRAVEL CENTER <br /> 10998 S. HARLAN ROAD C <br /> x STOCKTON, CALIFORNIA V <br /> o Drafted By: G.GOMEZ Project No.: 82946.G01 <br /> Date: 5/16/2007 File Number: ST07GO94 <br /> C.,"ht peFldtle+,mc.2W? <br />