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i <br /> - N <br /> x r <br /> T • . <br /> Allows/ Sample USCS DESCRIPTION CONST.r� F1. No. <br /> U -- <br /> -. Asphalt (3 inches) ar.d road base 6 inches . <br /> ;iL Silt, trace Eine-grained sand, brown, slightly damp, <br /> 2 no nlastieity, very stiff, OVA - 3ppm. <br /> r <br /> 4 19 IS-5 <br /> b• <br /> SP Sand, fine-grained and some coarse-grained, white- <br /> brown, dry, no plasticity, very dense, <br /> C7 <br /> SU S-IU OVA 5ppm. <br /> 101 <br /> 12 <br /> W <br /> W <br /> 14 37 ' S-15 Fine- to medium-grained, trace fine-grained gravel, <br /> brown, dense, OVA 4ppm. <br /> L4 16 <br /> 27 S-2U <br /> 6 ML Clayey silt, brown, damp, low plasticity, very <br /> G stiff, OVA'- 3ppm• <br /> SP Sand with some silt, fine-„rained, trace fine- <br /> grained gravel, red-brtwn, no plasticity, very <br /> r <br /> 74 68 S-25 T dense, OVA 3ppm, <br /> 26 <br /> 28 SM Silty sand, medium and some coarse-grained; <br /> Crown; damp, no plasticity, dense, OVA =.4ppm. <br /> 14� <br /> 48 S-30 <br /> 3;. 30 <br /> (Section continues downward) <br /> LOG OF BORING, ._ j PLATE <br /> .+�ov` iv�ca r Sta ion No.:65 . <br /> USAc g-5 <br /> ..,n ,.�..�.„......, .,,.,, ,,, - 2500 <br /> West Lodi Avenue <br /> Lodi, California.. .' <br /> PROJECT; NO. AGS 87(050-2 <br />