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r <br /> LOG SYMBOLS <br /> r <br /> PERCENT FINER <br /> ' BULK I BAG SAMPLE -4 THAN THE NO 4 SIEVE <br /> 4 (ASTM Test Method C 136) <br /> MODIFIED CALIFORNIA SAMPLER PERCENT FINER <br /> r (2-112 inch outside diameter) -200 THAN THE NO 200 SIEVE <br /> (ASTM Test Method C 117) <br /> CALIFORNIA SAMPLER LL LIQUID LIMIT <br /> (3 inch outside diameter) (ASTM Test Method D 4318) <br /> STANDARD PENETRATION <br /> SPLIT SPOON SAMPLER PI PLASTICITY INDEX <br /> (2 inch outside diameter) (ASTM Test Method D 4318) <br /> I <br /> NX SIZE CORE BARREL EI EXPANSION INDEX <br /> (UBC Standard 29-2) <br /> rCONTINUOUS SAMPLER COL COLLAPSE POTENTIAL <br /> (3 inch outside diameter) <br /> WATER LEVEL <br /> (level after completion) LIC UNCONFINED COMPRESSION <br /> Q WATER LEVEL <br /> _ (level where first encountered) <br /> SEEPAGE MC MOISTURE CONTENT <br /> r <br /> ' GENERAL NOTES <br /> I <br /> 1 Lines separating strata on the logs represent approximate boundaries only Actual transitions maybe gradual <br /> 2 No warranty is provied as to the continuity of sod 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 Sod Classification designations presented on the logs were evaluated by visual methods only <br /> Therefore, actual designations)based on laboratory tests)may vary <br /> I <br /> LOG KEY PLATE <br /> kN1 KLEIN FELDER <br /> HWY 120/McHENRY AVENUE PROJECT <br /> o Drafted By DWA I Protect No 20-3941-01 1305 ESCALON AVENUE A_2 <br /> WESCALON, CALIFORNIA <br /> Date 314197 File Number <br /> rY <br /> COPYnght Kleinfelder Inc 1997 <br />