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DEPTHSAMPLE BLOW COUNT <br /> & DRY UNIT MOISTURE (PO <br /> ft <br /> Fust Last DESCRIPTION USCS WEIGHT CONTENT q� <br /> GWL <br /> Brn 12m <br /> lb/ft3 96 ton/ft <br /> 30.5'--48' Brown and gray clayey <br /> ]] <br /> SILT to silty CLAY, <br /> damp to moist, medium <br /> plasticity, slight <br /> 40 odor at 311 , <br /> ML <br /> 3 12 <br /> 20 <br /> 45 <br /> some sand at 45' , whiter <br /> 7 25 streaks, some odor, <br /> 25 <br /> 48'-53' Gray silty fine SAND, <br /> 50 saturated, non-plastic <br /> 6 22 SM <br /> 25 <br /> 53 '-58' Gray to brown sandy ------ <br /> 55 silty CLAY with white <br /> streaks, damp to moist, <br /> 12 43 medium plasticity, CL <br /> 25 <br /> 58 `61 5 Grayish brown silty <br /> 60 fine SAND, non-plastic, DM <br /> 13 42 saturated. <br /> Bottom of boring at 61.5 feet 0 <br /> 65 <br /> Date Drilled 1 24 89 <br /> i <br /> iROES BROTHERS PROPERTY LOG OF BORING No. MW_3 <br /> BALB1 & CHANG ASSOCIATES PROJECT No 1705-1DATE =4/21j/,8=q <br /> Geotechnical Consultants / Materials Testing PREPARED By PLATE B_7 <br />