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PROJECT: US CAN <br /> Vernalis, California Log of Boring No. GMX-12 (Cont'd) <br /> SAMPLES 0 <br /> r , m N} 2 z DESCRIPTION REMARKS <br /> E d o o Q % NAME (USCS):color, moist, %by wt.,plant, density,structure, <br /> 0 z rn to LL a cementation, react.wlFlCi,geD. inter. <br /> SANDY SILT(ML):cont'd <br /> 16- - <br /> 70%fines, 30%fine sand, low plasticity <br /> 17 - <br /> 60%fines,40%fine sand, nonplastic <br /> 18 - <br /> Tr 70°/o fines,30%fine sand, hard <br /> 19- <br /> 20- - <br /> 60%fines,40%fine sand, nonplastic, soft <br /> 21 - <br /> 22- <br /> 1 22 - <br /> SILT with SAND (ML): dark grayish brown (10YR X112),moist, ^- <br /> 23 80%fines,20%fine sand, low plasticity, hard - <br /> 24- <br /> 26- <br /> 4 25 firm <br /> 26 _ - <br /> SANDY SILT(ML) dark grayish brown (10YR 412), moist, <br /> 60%fines, 40%fine sand, low plasticity, soft <br /> 27 - <br /> N <br /> 28- <br /> ------------ ------------------------ <br /> POORLY <br /> 8 ---------- ---------------------- - <br /> POORLY GRADED SAND with SILT and GRAVEL(SP-SM): <br /> 29 grayish brown (2.5Y 512),moist, 50%fine to coarse sand,40% - <br /> fine to coarse gravel, gray(2.5Y 611), 10% nonplastic fines <br /> 30 wet <br /> 31 - <br /> - x <br /> 32 t 60% fine to coarse sand, 30%fine to coarse gravel, 10% <br /> nonplastic fines - <br /> 33 <br /> oarcsoREV(REV.3100) <br /> Geomatrix Consultants Project No.6447.001 Page 2 of 3 <br />