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Proiect NO. 9016le <br /> 7 June 1990 <br /> LOGGED BYINC�DATE DRILLED 611 90 BORING DIAhTTZR------BORING h0. <br /> MISC. <br /> o vii a g b ^ LAB <br /> SOIL DESCRIPTION - o 6 RESULTS <br /> b bg <br /> m M C7 <br /> O m U <br /> Asphalt ApproxunateLy <br /> Gravel - Pea Gravel Approxim-ately 4" <br /> 1 gravely soft, CL <br /> Dark brown ravel CLAY, moist, <br /> 2 very soft, drilling <br /> 3- <br /> 4- <br /> 5- <br /> Medium <br /> 45Medium brown, trace of sand, very silty <br /> 3b l0 21 <br /> 8_1 CLAY, damp, . <br /> 6 a <br /> rr <br /> E <br /> 7- <br /> 9- Medium brown CLAY, with trace of silt, <br /> ..f moist, hard at 8.5' <br /> •:x <br /> to- <br /> Interbedded <br /> Interbedded medium brown CLAY, and <br /> 12 medium brown silty CLAYS, moist, stiff <br /> ..� 1 <br /> 1 <br /> I <br /> 4., <br /> "TEST BORING; TERMINATED AT 15 FEET <br /> 16 <br /> l <br /> I <br /> I . <br /> 1 <br /> ------ – — j --- -- ---- —--- -- <br /> FIGURE NO. OF TEST BORINGS <br /> YOUNGDA I•I 1, <br /> 1 w nnS.S�. �u•r�..Ii Kl NC <br />