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t <br /> F <br /> i° <br /> LOG SYMBOLS <br /> PERCENT FINER <br /> -4 THAN THE NO.4 SIEVE <br /> BULK/BAG SAMPLE (ASTM Test Method C 136) <br /> a <br /> PERCENT FINER <br /> MODIFIED CALIFORNIA SAMPLER -200 THAN THE NO.200 SIEVE <br /> (2.112 inch outside diameter) (ASTM Test Method C 117) <br /> LIUID LI <br /> CALIFORNIA SAMPLER LL (ASTM TestlMethod D 4318) <br /> (3 inch outside diameter) <br /> I <br /> PLASTITY <br /> STANDARD PENETRATION <br /> PI (ASTM Test MetDhod D 4318) <br /> SPLIT SPOON SAMPLER N <br /> (2 inch outside diameter) <br /> I' <br /> EI EXPANSION INDEX <br /> CONTINUOUS CORE (UBC STANDARD 29-2) <br /> SHELBY TUBE COL COLLAPSE POTENTIAL <br /> (3 inch outside diameter) <br /> UNCONFINED COMPRESSION <br /> WATER LEVEL UC (ASTM Test Method D 2166) <br /> (level where first encountered) <br /> T WATER LEVEL <br /> (level after completion) MOISTURE CONTENT <br /> SEEPAGE MC (ASTM Test Method D 2216) <br /> GENERAL !VOTES <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 only. <br /> Therefore,actual designations(based on laboratory tests)may vary. <br /> 8 <br /> m <br /> c i <br /> A <br /> C7 <br /> LOG KEY PLATE <br /> KLEINFELDER DSS COMPANY <br /> UJ PROPOSED GRAVEL PIT (QX-96-1) A _2 <br /> o Drafted By: D. Ross Project No.: 20-2245-36.E02 KOSTER ROAD FACILITY 1`''1 <br /> a Date: 419/2001 File Number: 20224536 TRACY, CALIFORNIA <br /> Y <br /> Copyri¢A Kleinlelder,Inc.2DDD <br />