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t <br /> F <br /> Project No. 90161 a,e <br /> 7 June 1990 <br /> LOGGED BY JNQ DATE DRILLED 6/1/90 _BORLN DIAMETER" 611 BORING NO. 7 <br /> _ W � <br /> �y, $ E'5� MISC. <br /> $ SOIL DESCRIPTION — �-' �; '� L- LAB <br /> R, cR rR RESULTS <br /> C3 U d]ca d <br /> Asphalt Approximately 4" <br /> I <br /> jkravel A roximatel CL <br /> brown silty CIAY, moist, stiff <br /> - 2 7_a 10 96 15 <br /> Grey brown silty SAND, moist, loose SM <br /> 3 <br /> 4 <br /> Dark brown clayey-SILT, with sand, moist ML <br /> , s <br /> very dense <br /> 5 <br /> 6 7-3 42 106 17 <br /> 7-g 90 23 <br /> q <br /> i _ g <br /> ! Medium brown very silty CLAY, damp, CL <br /> very stiff <br /> 12- <br /> 13- <br /> - <br /> 2! Loose up, firm at 13.5' Bulk E <br /> 14r 13.5' - 15' <br /> I _ <br /> I6 <br /> I <br /> I <br /> ! <br /> i 7 <br /> FIGURE N0. g LOG OF TEST BORINGS <br /> YOUNGIvEx11r, <br /> SAssaCIA'ns�xr.. <br />