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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 /> (2-1l2 inch outside diameter) (ASTM Test Method C 117) <br /> LIQUIV <br /> CALIFORNIA SAMPLER LL ASTM LIMIT <br /> ( <br /> (3 inch outside diameter) (ASTM Test Method D 4318) <br /> Cr <br /> SPLIT SPOON SAMPLER PENETRATION PI (ASTMICITY Test MetEX <br /> hod D 4318) <br /> (2 inch outside diameter) <br /> CONSOLIDATED TXCU TRIAX AL COMPRESSION <br /> NED <br /> CONTINUOUS CORE (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 /> 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 /> r <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 /> Q <br /> a <br /> L <br /> LOG KEY PLATE <br /> K L E I N F E L D E R PROPOSED SUBDIVISION <br /> 18882 GAWNE ROAD /� <br /> Y, STOCKTON, CALIFORNIA A'2 <br /> Drafted By: GDG Project No.: 32585.G01 <br /> a Date. 8/1112003 File Number: ST03GI87 <br /> I _. __ _._ <br /> �er,nh�wa�nincw.�.2M <br />