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Project No. 90161e <br /> 7 June 1990 <br /> LOGGED BY DATE DRILLED 6 1 90 BORING DIAL =ER <br /> BORING NO. 8 <br /> IAISC. <br /> C> �� �" N LAS <br /> _ $ SOIL DESCRiPTION '' o a g e RESULTS <br /> o E <br /> Asphalt Approxumate Y ro�cimiately 4"Gravel - Pea Grave_ App <br /> lCL <br /> Dark brown gravely CLAY, moist, soft, <br /> 7 very soft, drilling <br /> 3 <br /> 4 <br /> 5 <br /> Medium brown, trace of sand, very silty 36 10 Zl <br /> ' 8-1 CLAY, damp, <br /> 6 a <br /> 7 <br /> 9 Medium brown CLAY, with trace of silt, <br /> moist, hard at 8.5' <br /> _ ' 11 <br /> Interbedded medium brown CLAY, and <br /> L2 medium brown silty CLAYS, moist, stiff <br />�Y I <br /> I <br /> = TEST BORING TERMINATED AT 15 FEET <br /> I <br /> I , <br /> 2 <br /> FIGURE NO. 10 OG OF TEST BORINGS <br /> YOUNGDAIl f,. <br /> _ cnssorin,ras <br /> + _: i <br />