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,4;Jii �. 3 � � -� F", i I.k..Jan.. rc^• '�,:&� .t�..v,�'° P t 1!t ' ��w•'o•``�7�- <br /> I <br /> r _ <br /> v.� <br /> DEPTH SAMPLE SLOW COUNT <br /> �:e h DRY UNIT MOISTURE gq{ <br /> FirstF; 3 DESCRIPTION USCS WEIGHT CONTENTIt OWL B In <br /> in Iblit96 ttWn <br /> 15'-25' Reddish brown, i <br /> clayey SILT, low plasti- <br /> I 24 city, stiff, moist, <br /> mottled, <br /> 25'-30' Gray brown, /l <br /> 4 20 clayey SILT, some gravel 0 <br /> t:q <br /> low, plasticity, stiff, <br /> � a <br /> 27 moist, caliche, <br /> i <br /> r; 30 <br /> j , 30'-36' Reddish brown, <br /> 5 25 sandy clayey SILT, law, 0 <br /> t Plasticity, stiff, moist <br /> with caliche lenses, <br /> �.� 33 <br /> 36 5 28 <br /> 36'-401 Gray brown, clayey SAND, — 0 <br /> 7t SAND, low plasticity Sc <br /> l:y dense, moist to wet, <br /> 39 <br /> x 9 31 0 <br /> ,s <br /> Boring terminated at 40 feet. <br /> NFWE <br /> il 42 <br /> t^1 <br /> Date Drilled: 05/88 <br /> ROEK-BBOT(iERS-PROPERTY, STOCKTON-_ __L00--OF-BOR ING-N0.TB_ T_ - --- <br /> 6 BALBI & CHANG ASSOCIATES PROJECT NO. .1705-1 DATE 4/26/88 <br /> Geotechnical Consultants / Materiels Testing PREPARED By BK PLATE A-o <br />