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DEPTH SAMPLE BLOW COUNT DRY UNIT[MOISTURE (Pp) <br /> _ Firat Lest <br /> DESCRIPTION VSCS WEIGHT CONTENT Clu <br /> It GWL 6 In 12 In ldltt3 % ton/ft <br /> U'-U.5ASPHALT PAVEMENT -__ <br /> 0.5'-13' Dark gray silty CLAY, <br /> moist, medium plasticity, <br /> 5 _ <br /> 9 19 D <br /> CL <br /> 10 <br /> 1 <br /> + 6 13 0 <br /> !1 13'-18` Brawn clayey SILL, dry --- <br /> to damp, law palsticity, <br /> 15 ML <br /> 6 10 0 <br /> 18'-23' Brown silty CLAY to <br /> clayey SILT, dry to <br /> I 20 damp, low plasticity, <br /> E .. CL <br /> 23'-28' Light grayish brown - <br /> clayey SILT, damp, low <br /> 25 plasticity <br /> - ML <br /> 4 12 0 <br /> 29'-33' Grown Silty CLAY, dry -- <br /> t'.o damp, lot to medium <br /> plasticity, with some <br /> 30 white streaks, CL <br /> 10 33 <br /> 33'-48' Brown, Slightly clayey, <br /> fine SAUD and SILT, <br /> 35 damp, non-plasticity, ML! <br /> SM <br /> Log continues on nest,plate. <br /> Date Drilled: 1/23/89 <br /> -- - ROER-13ROTUERS-PROPERTY -- I LOG OF BORING NO- MW-I -- - <br /> BALB1 & CHANG ASSOCIATES PROJECT No, 1705_1 DATE 5/21,/89 <br /> Gectechntcal Consultants ! Materials Testing PREPARED BY DAR PLATE Fi-2 <br />