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LOG SYMBOLS <br /> PERCENT FINER <br /> BULK/BAG SAMPLE 4 THAN TSIEVE <br /> (ASTM Test MethodC 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 /> CALIFORNIA SAMPLER LL LIQUID LIMIT <br /> (3 inch outside diameter) (ASTM Test Method D 4318) <br /> SPLIT <br /> STANDSPOON SAMPLER ARD Pl PENETRATION PLASTICITY INDEX ) <br /> (2 inch outside diameter) (ASTM Test Method D 4318 <br /> CONSOLIDATED UNDRAINED <br /> CONTINUOUS CORE TXCU TRIAXIAL COMPRESSION <br /> (EM 1110-1-1906) <br /> SHELBY TUBE EI EXPANSION INDEX <br /> (UBC STANDARD 18-2) <br /> ROCK CORE COL COLLAPSE POTENTIAL <br /> WATER LEVEL <br /> (level where first encountered) UC UNCONFINED COMPRESSION <br /> i WATER LEVEL (ASTM Test Method D 2166) <br /> (level after completion) <br /> SEEPAGE MOISTURE CONTENT <br /> MC (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 /> n' <br /> o LOG KEY PLATE <br /> K L E 1 N FELDER LODI GRADING AND PAVING <br /> w 9167 E. FIRST STREET /� <br /> x VICTOR, CALIFORNIA A-2 <br /> o Dratted By: GDC Project No.: 29556.G01 I <br /> -i Date: 11/6/2003 File Number: ST03G259 <br /> GopV'VhKlimvlelher Inc'[90J <br />