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Al';1 P, , -�4 <br /> -E-17 , <br /> _ j - <br /> r <br /> DEPTH SAMPLE BLOW COUNT <br /> { DRY UNIT MOISTURE (Pp) <br /> II �' DESLfiIPTION USCS WEIGHT CONTENT 4u <br /> First Lost ft GWL 6 In 12 in IbNt3 96 <br /> tanlf t2 <br /> 33'-48' Brown, slightly clayey, <br /> fine SAND and SILT, <br /> damp, non-plasticity, <br /> 40 <br /> 10 28 <br /> bf i� 0 <br /> j SM <br /> 45 <br /> 14 37 <br /> 48'-53r Gray, slightly silty <br /> fine medium to coarse <br /> $0 SAND, saturated, non- <br /> plastic, <br /> 9 24 SN <br /> 0 <br /> 53'-G1' Brawn silty fine - <br /> iii slightly clayey SAND, <br /> 55 saturated, non-plastic, <br /> becomes gray below 60' <br /> t z G with no clay, coarser L <br /> SAND. /SM 0 <br /> GO <br /> Bottom of bor=air, a,_ 61 feet. <br /> _ tt <br /> t <br /> 1 , <br /> Date DrRled:_1/23/89 <br /> ROEK-BROTiZ$RS-PROPERTY._..... LOG....OF.....BORIN^.....NO. -MW_i-------- -- ............ <br /> ---- <br /> - ✓ p 1 p C <br /> DA' BI n CHANG ASSOCIATLS PROJECT NO. 1705-1 DATE 4/21/89 <br /> Geotachnical Consultants /Materials Testing PREPARED BY DAR PLATE B--3 <br />