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LOG OF TEST BOR/NG <br />Date Advanced $/17/04 Field Engineer~~ Butler Test Boring Number Three <br />Diameter 4 ~ SOlid Total Depth Forty-five (as) feet <br />NA <br />See Figure Two (2) <br /> Sam le I <br /> o Type N Soil Description Laboratory Test Results <br /> Gravel and sand, slightly clayey, few <br /> 10/6 cobbles, medium dense, dry, brown, (GP) <br />- T 25/4 <br /> Gravel and sand, slightly clayey, few -- <br /> cobbles, medium dense, moist, brown, (GP) <br /> 5 B <br /> A <br /> G <br /> 5 <br /> Cobbles and gravel, sand and <br /> clay, dense, dry, brown, (GP) <br /> <br /> <br /> 2 <br />Cobbles and gravel, sand and <br /> clay, dense, wet, brown, (GP) <br /> <br /> 3 <br /> Formational material, volcanic breccia, <br /> hard to very hard, dry, brown <br /> Bottom of test boring at forty-five (45) feet <br />Project Name Eureka Landslide <br />Project Number D04155GE <br />`~xxrt~r>ez~t ttxt~ ~.~.u.~ttttE~ <br />Figure A4 <br />CONSULTING GEOTECHNICAL ENGINEERS AND MATERIAL TESTING <br />