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LOG SYMBOLS <br /> PERCENT F4NER <br /> BULK/BAG SAMPLE -4 THAN THE NO. 4 SIEVE <br /> (ASTM Test Method C 136) <br /> PERCENT FINER <br /> t MODfFIED CALIFORNIA SAMPLER -200 THAN THE NO. 200 SIEVE <br /> (2-112 inch outside diameter) (ASTM Test Method C 117) <br /> LIQUID LIMIT <br /> CALIFORNIA SAMPLER LL (ASTM Test Method D 4318) <br /> (3 inch outside diameter) <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 /> ! 1 <br /> EI EXPANSION INDEX <br /> SHELBY TUBE (UBC STANDARD 18-2) <br /> ROCK CORE COL COLLAPSE POTENTIAL <br /> WATER LEVEL <br /> (level where first encountered) UNCONFINED COMPRESSION <br /> UC <br /> WATER LEVEL (ASTM Test Method D 2166) <br /> (leve!after completion) <br /> ll SEEPAGE MC MOISTURE CONTENT <br /> (ASTM Test Method D 2216) <br /> I <br /> GENERAL NOTES <br /> f, 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 /> F3. 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 /> F-1, <br /> Where laboratory tests were performed, the designations reflect the laboratory test results. <br /> Q <br /> 0 <br /> a <br /> C3 <br /> 0 LOG KEY PLATE <br /> M <br /> N �� <br /> KLE � NFELDER 24126 S. CABEROAD <br /> } TRACY, CALIFORNIAY - - A-2 <br /> Drafted By, GDG Frojeci No.: 38058.GO1. <br /> Y Date: 1/8/2004 File Number: ST033283 <br /> '� CG{1)'11[1{Il>`i21[IIf`IJs,1.111C ���',) <br /> ' <br /> i <br />