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LOG OF TEST B~R/NG <br />Date Advanced February 3, 1999 Field Engineer A. Crees Test Boring Number Four (4) <br />Diameter 4" Solid Total Deptti Twenty Eight (28) feet Elevation N/A <br /> <br /> <br />Location Please See Figure Two (2) <br />s <br />ti <br />o Sam <br />Type ple <br />N <br />Soil Description <br />Clay, Silty, Sandy, Few Gravels, Organics, <br />Stiff, Moist, Brown-Black: (CL) <br />Laboratory Test Results <br />Man Placed Fill <br /> Clay, Sandy, Gravelly, Few Cobbles, <br /> C f 8/6 Stiff, Moist, Red-Brown: (CL) Direct Shear Test Results: <br /> _ 1016 D.D. 97.5 pcf M.C. 20.1% <br /> 5 <br /> Direct Shear Test Results: <br />~ r <br />C 716 D.D. 102.9 pcf M.C. 17.7% <br /> ~ L 7/6 <br />- -10 <br /> - - - Increased Stiffness <br /> <br />C I 10/6 <br />13/6 <br /> <br />1 ~15 ~ <br /> Clay and Gravels, Boulders, Stiff, Moist, Native Material <br /> Brown-Black: (CUGC) <br /> 20 ~ B - Wood in Cuttings <br /> A _ _ <br /> G <br />- <br />- <br />~ 25 - i <br /> <br />~ <br />_.I Bottom of Test Boring at Twenty Eight (28) feet <br />~ <br />Project Name Oak Ridge Slope Stability Project Number D99009GE <br />~.~ttmbrri ~znb z~s~nri~ir~ <br />CONSULTING GEOTECHNIGAL ENGINEERS AND MATERIAL TESTING <br />Figure A5 <br />