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1810 wa, Sample USCS WELL <br /> Ft. No. DESCRIPTION CONST. <br /> As halt (3 inches) and road 'case (5 inches). <br /> 2 ML Sandy silt, fine- to medium-;rained, brown, slightly: <br /> damp, no plasticity, medium stiff, OVA = 3ppm. <br /> 4 <br /> 6 5-5 <br /> 8- <br /> 10- <br /> 42 <br /> 1 42 S-IU Hard, OVA = 4ppm. <br /> 12 <br /> LU <br /> z 14 # <br /> 29 5-15 Very stiff, OVA 3ppm. <br /> 16- <br /> 18- <br /> 20- <br /> 6.1 S-20 Finr-grained and trace coarse-ryriined, gray-brown, <br /> hard, OVA 3ppm. <br /> 2 <br /> ML Silt, trace coarse-grained sand and fine-grained <br /> 24 ravel brown slightly damp, n <br /> 8 , Y , a <br /> � s p <br /> plasticity, very stiff, OVA = 3ppm. <br /> 27 S-25 <br /> s gg <br /> 26- <br /> 2 r <br /> t <br /> 2 SM Sand and silt, medium-grained and trace coarse- <br /> grained sand, brown, slightly damp, no <br /> t 3 plasticity, dense, OVA = 4ppm. <br /> r (Section continues downward) <br /> LOG OF BORIN ��3/�-� SLATE <br /> gv9f�sA ro r�rins USA'Station. No. 65 <br /> € +:•:aw ....,v.,r.«,.,.w,nu,.t.r.w 2500 West Lodi Avenue P"g. <br /> Lodi, California <br /> Phi©3EC7 �1�. AGS 87050-2 <br />