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i <br /> LOG SYMBOLS <br /> PERCENT FINER <br /> THAN THE NO.4 <br /> BULK!BAG SAMPLE - <br /> 4 (ASTM Tet Meth dIEVE 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 /> CALIFORNIA SAMPLER LL LIQUID LIMIT <br /> L (3 inch outside diameter) (ASTM Test Method D 4318) <br /> STANDARD PENETRATIONPLASTICITY INDEX <br /> 1 SPLIT SPOON SAMPLER PI (ASTM Test Method D 4318) <br /> (2 inch outside diameter) <br /> EI EXPANSION INDEX <br /> CONTINUOUS CORE (UBC STANDARD 29-2) <br /> L. SHELBY TUBE COL COLLAPSE POTENTIAL <br /> (3 inch outside diameter) <br /> UC UNCONFINED COMPRESSION <br /> WATER LEVEL (ASTM Test Method D 2166) <br /> (level where first encountered) <br /> T WATER LEVEL <br /> — (level after completion) <br /> fffrrrrrr MC MOISTURE CONTENT <br /> SEEPAGE (ASTM Test Method D 2216) i <br /> GENERAL NOTES <br /> 1.Lines separating strata on the fogs 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 pant of exploration on the date indicated. <br /> g.In general, Unified Soil Classification System designations presented on the logs were evaluated by visual methods only. <br /> Therefore,actual designations(based on laboratory tests)may vary. <br /> 0 <br /> 2 <br /> �T <br /> s PLATE <br /> w <br /> �� KLEINFELDER <br /> LOG.KEY FOWLER'S AUTO BODY r� <br /> Y 405 N. EDISON STREET A-2 <br /> Drafted By: D. Ross Project No.: 20-448901/E01 STOCKTON, CALIFORNIA <br /> a Date: 9/13/2000 File Number: 20448901 <br /> Y <br /> i <br /> ;I <br /> is <br />