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Slows Sample USCS WELL <br /> /1 FI. No. mcnIPTION CONST. <br /> As hair f3 inches) and road base f6 inches), <br /> ML Silt, trace fine—grained sand, brown, slightly damp, <br /> 2 no ola�ticity, very stiff, DVA 3ppm. <br /> i <br /> 4 14 S-5 Y <br /> i <br /> 6- <br /> SP Sand, fine-grained and some coarse-grained, white- <br /> 8 brown, dry, no plasticity, very dense, <br /> 8U S-IU OVA 5ppm. <br /> 1U <br /> i <br /> 12 <br /> y - W <br /> z <br /> 14- 37 5-15 Fine- to medium-grained, trace fine-grained gravel, ' <br /> s brown, dense, OVA 4ppm. <br /> LU 16 <br /> Ca <br /> IBJ <br /> i <br /> 27 S-2U <br /> .20. <br /> ML Clayey silt, brown, damp, low plasticity, very <br /> I stiff, OVA 3ppm• <br /> �. 22 <br /> SPSand with some silt, fine-grained, trace fineV. <br /> - <br /> grained gravel, red--brown, no plasricity, very <br /> 24 68 5-25 dense, OVA 3ppm. <br /> s _ <br /> 26- <br /> 28- SM Silty sand, medium-grained and some coarse-grained, <br /> brown, damp, no plasticity, dense, OVA 4ppm. <br /> 48 S-3U <br /> f 30 <br /> (Section continues downward) <br /> LAT <br /> MW-1 E <br /> LOG OF BORING 13 <br /> Y `tom C:eo r�3 :roes USA Station No. 65 p,5 <br /> 2500 WestLodiAvenue <br /> Lodi, California <br /> PF3QJECT id0.. AGS 87050-2 <br />