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. a <br /> If <br /> Boring Log B-3 STANDARD PENETRATION LAB <br /> I I Soil Descriptions RESISTANCE TESTS <br /> Depth A Blows per Foot <br /> Ground Surface Elevation in Feet 665.0 in Fetg Sample 1 2 5 10 29 50 100 <br /> 4 inches of ASPHALT over dense. moist, r <br /> brown, gravelly. very silty SAND. (FILL) _ <br /> T S-1 B _ • <br /> Very dense, moist, grayand brown, slightly » <br /> q �L v)lly to gravelly, very silty SAND. 9 y » <br /> _ 5-2 • 5/11 <br /> 210 <br /> S-3 S _ • .60/5 <br /> ._f 5 ` , . <br /> II Bottom of Boring at 17.8 Feet. <br /> Completed 9/15/89. 5-4 • *60/3 <br /> —20 <br /> 25 r <br /> II =30 <br /> II ._35 <br /> 40 . <br /> 1 <br /> --45 . <br /> 1 <br /> II —50 <br /> —55 <br /> i —60 <br /> 1 2 8 10 20 60 100 <br /> • Water Content in Percent <br /> 1. Refer to Figure A-1 for explanation of descriptions <br /> and symbols. HARTO?OWSCR <br /> 2. Soil descriptions and stratum lines are interpretive <br /> and actuat changes may be gradual. J-2811 9/89 <br /> 3. Groundwater level, if indicated, Is at time of drilling Figure A-4 1/1 <br /> (AID) or for date specified. Level may vary with time. <br />