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DEPTH SAMPLE BLOW COUNT DRY UNIT MOISTURE <br /> 3 <br /> First Last DESCRIPTION TU <br /> SCS WEIGHT CONTENT FE/ N13 <br /> ft OWL B in 12 in lb/ft3 % D" <br /> c <br /> 15'-25' Reddish brown, <br /> clayey SILT, low plasti- <br /> 24 city, stiff, moist, <br /> mottled, <br /> ' 25 '-30' Gray brown, <br /> 4 20 clayey SILT, some gravel$ 0 <br /> low, plasticity, stiff, <br /> ' 27 moist, caliche, <br /> ' 30 30 '--36 ' Reddish brown, <br /> 5 25 sandy clayey SILT, low, 0 <br /> plasticity, stiff, moist <br /> with caliche lenses, <br /> 33 <br /> 36 5 28 36'-40' Gray brown, clayey SAND, — 0 <br /> SAND, low plasticity Sc <br /> dense, moist to wet, <br /> ' 39 <br /> 9 31 0 <br /> Boring terminated at 40 feet. <br /> NFWE <br /> 42 <br /> Date Drilled 4105/88 <br /> ROEK BROTHERS PROPERTY, STOCKTOW L02 OF BOURN(] K0.7B-3 � <br /> rteBALBI & CHANG ASSOCIATES PROJECT NO 17Q5_1 DATE 4/26/813 <br /> chnical Consultants / Materials Testing PREPARED BY BK PLATE A-6 <br />