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1 LOG OF TEST BOR/NG <br />1 Date Advanced February 3, 1999 Field L=ngineer A. Crees Test Boring Number Two (2) <br />] Diameter 4" Solid Total Deptlr Nineteen (19) feet Elevation NIA <br />1 <br />1 <br /> <br />LJ <br /> <br />Location Please See Figure Two {2) <br /> <br />o Sam <br />Type <br />~~ ple <br />~N <br />---- <br />Soil Description - - <br />Clay, Silty, Sandy, Few Gravels, Organics, <br />Stiff, Moist, Brown-Black: (CL) <br />- Laboratory Test Results <br />Man Placed Fifl <br />- <br /> Clay, Sandy, Gravelly, Few Cobbles, <br /> C - - 5/6 Stiff, Moist, Red-Brown: (CL) <br /> If t 9/6 <br />- 5 B <br /> -A <br /> G _ <br /> Direct Shear Test Results: <br /> C I 10 D.D. 104.3 pcf M.C. 16.4% <br /> 6 <br /> 10 <br /> B _ _ <br /> A <br /> - G <br /> 15 Increased Gravels <br /> _ 816 <br /> CI 14/6 <br /> Bottom of Test Boring at Nineteen (19) feet <br /> 20 <br />I <br /> <br />~ ~ <br />25 <br />I <br />~- <br /> <br />~ <br />Project Name Oak Ridge Slope Stability Project Number D99009GE <br />~~~mbr-rl ~nl~ z~s~Driatr~ <br />CONSULTING GEOTECHNICAL ENGINEERS AND MATERIAL TESTING <br />Figure A3 <br />