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LOG OF TEST BOR1 NG <br />Dote Drilled 5y1~85 Field .Engineer Trautner Boring Number 1 <br />Locotion Elevation <br />Dio meter 4 inches Totol Depth 29 feet yya}er Table None Encountered <br />a Sample <br />lt <br />t <br />T <br />t R <br />L <br />b <br /> ~ Soil Description ora <br />ory <br />es <br />esu <br />s <br />a <br />~, 8 Type N <br /> ravel, cobbles, sandy, slightly <br /> clayey, dense, medium moist, <br /> variegated color, (GP) <br /> Decrease in co661e content for 1.5 <br /> 5 foot <br /> 1 <br />No cobbles for 1 foot <br /> Gravel, sand, dense to very dense, <br /> medium moist, gray, (GP) <br /> No cobbles for 1 foot <br /> 15 <br /> Gravel, cobbles, sandy, slightly <br /> silty, dense, medium moist, <br /> variegated color, (GP) <br /> rave san y, s Ig t y si [y, ew <br /> cobbles, medium dense, moist, brown- <br /> red, (GP) <br /> 2 <br /> Increase in density for 1 foot <br /> 2 <br />Project Name Crader P i t Projsct Number t185047GE Figure ? <br />~am6ert ana ~,s'~ociate~ <br />CONSULTING GEOTECHNICAL ENGINEERS AND MATERIAL TESTING <br />