Laserfiche WebLink
a <br /> 8iowe/ SImpte U LYELL <br /> Ft. No. DESCRIPTiON CONST. <br /> � U <br /> As haft (3 inches) and road base (6 inches). <br /> 2 ML Sandy silt, fine- to medium-grained, brown, slightly: <br /> damp, no plasticity, medium stiff, OVA 3ppm. <br /> 4 <br /> r <br /> 8 S-5 <br /> 8 <br /> 42 S-10 Hard, OVA 4ppm. <br /> 12 <br /> r.. <br /> biD w <br /> z 1 <br /> a 29 5-15 Very stiff, OVA = 3ppm. <br /> Q <br /> M f� <br /> 1 <br /> 2 <br /> 61 5-20 Fine-grained and trace coarse-grained, gray-brown, <br /> hard, OVA 3ppm- <br /> 2 <br /> 24 ML Silt, trace coarse-grained sand and fine-grained <br /> gravel, brown, slightly damp, .no <br /> ® plasticity, very stiff, OVA 3ppm. <br /> 27 5-25 <br /> 2 ' <br /> 2 <br /> SM Sand and silt, medium-grained and trace coarse- <br /> ® grained_sand,_..brown,._.slightly-.damp, no . <br /> ................ ........ <br /> 3 plasticity, dense, OVA 4ppm. <br /> (Section continues downward) . <br /> LOG OF BORINGB-3/ >pLATE <br /> -_...... <br /> Fav ro �1Nnrr USA Station No. 65 <br /> ,e$N411 U.„M 2500 West Lodi Avenue . P-9 <br /> PROJECT NO. AGS 87050-2 Lodi, California <br />