Laserfiche WebLink
F <br /> LOG SYMBOLS <br /> PERCENT FINER <br /> I BULK!BAG SAMPLE -4 THAN THE NO,4 SIEVE <br /> (ASTM Test Method C 136) <br /> I <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 /> ! 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 /> I >"► CONSOLIDATED UNDRAINED <br /> CONTINUOUS CORE TXCU TRIAXIAL COMPRESSION <br /> (EM 1110-1-1906) <br /> SHELBY TUBE EI EXPANSION INDEX <br /> (UBC STANDARD 18-2) <br /> ROCK CORE COL COLLAPSE POTENTIAL <br /> 1 = <br /> WATER LEVEL <br /> (level where first encountered) UC UNCONFINED COMPRESSION <br /> (ASTM Test Method D 2166) <br /> V WATER LEVEL <br /> L _ (level after completion) <br /> SEEPAGE MC MOISTURE CONTENT <br /> (ASTM Test Method D 2216) <br /> r. ! <br /> ki <br /> - GENERAL NOTES <br /> 1. Lines separating strata on the logs represent approximate boundaries only. Actual transitions may be gradual. <br /> f � <br /> r � <br /> 2.No warranty is provided as to the continuity of soil conditions between individual sample locations. <br /> t-' <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 /> N <br /> Q <br /> O <br /> LOG KEY PLATE <br /> o �� K L E I N F E L D E R SOIL SUITABILITY STUDY <br /> W 25859 AND 25901 N. WATKINSON ROAD <br /> �I <br /> a Drafted By: G GOMEZ Project No.: 57556.G01 ACAMPO, CALIFORNIA 4 <br /> Y Date: 6/10/2005 File Number: ST05G112 <br /> 1y1 CopyftM Klein(elder.Jnr-2005 <br /> �j <br />