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AMIL <br /> IDEPTHISAMPIEIBLOW COUNT <br /> & DRY UNIT MOISTURE (PP) <br /> First Last DESCRIPTION USCS WEIGHT CONTENT qu <br /> ft r'WL 6 In 12 in <br /> Ib/f t3 % ton/ft <br /> 33 '-48' Brown, slightly clayey, <br /> fine SAND and SILT, <br /> damp, non-plasticity, <br /> 40 <br /> 10 28 <br /> ML0 <br /> / <br /> SM <br /> 45 <br /> 14 37 <br /> 0 <br /> { 481`53' Gray, slightly silty -- <br /> fine medium to coarse <br /> 50 SAND, saturated, non- <br /> plastic, <br /> 8 24 SM <br /> p - 0 <br /> 53'-61' Brown silty fine <br /> slightly clayey SAND, <br /> 55 saturated, non-plastic, <br /> becomes gray below 60' <br /> z 6 with no clay, Coarser ML <br /> Fj <br /> SAND. /SM 0 <br /> 60 <br /> 0 <br /> Bottom <br /> of bar _nr, a.. 61 feet. <br /> i <br /> I <br /> L <br /> Date Drilled 1/23/89 <br /> iROEIi $ROTHPaS PROPERTY L O G OF BORING NO. M W_j <br /> BA <br /> LBI & CHANG ASSOCIATES PROJl CT No 1705-1 DATE <br /> 4/zl//s9 <br /> { Geotechnical Consultants / Materials Testing PREPARED BY <br /> ®` x" DAR PLATE B_3 <br />