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PROJECT: WELTY ROAD — <br /> Versaiis, California Log of Boring No. GMX-6 (cont`d) <br /> SAMPLES <br /> F'uE- <br /> m DESCRIPTIONREMARKS <br /> wvo E o °n a Q <br /> 0 NAME(USCS):color,moist,%by wt.,plast.density,structure, <br /> " Z <br /> in u � " cementation, read.w/HCI,geo,inter. <br /> 16 — <br /> 17 0 0 <br /> 70% fine to medium sand, 30%low plasticity fines <br /> 18- <br /> 19- <br /> --------------------------- <br /> 0,7 <br /> 8 19 -----_ _.___.--------._.--------- <br /> 0.7 SILTY SAND with GRAVEL(SM): Grayish brown (2.5Y 5/2), <br /> 20 moist, 65% fine to coarse sand, 20% fine gravel, 15% low — <br /> 35 plasticity fines, hydrocarbon odor <br /> 50 5.6 <br /> 21 <br /> 40 POORLY GRADED SAND with SILT and GRAVEL(SP-SM) <br /> 22 Grayish brown (2.5Y 5/2), moist,60% fine to coarse sand, 30% — <br /> 35 6•g fine to coarse gravel, 10% low plasticity fines, hydrocarbon <br /> 35 odor <br /> 23 <br /> 18 SILTY SAND (SM): Olive gray (5Y 5/2), moist, 70% fine to <br /> medium sand, 30% low plasticity fines,trace fine gravel, <br /> 18 7.3 <br /> 24 hydrocarbon odor <br /> - <br /> zo <br /> s <br /> 25- <br /> 6 15 i <br /> 15 <br /> L <br /> 26 - <br /> 35 8.1 75% fine to coarse sand, 15% low plasticity fines, 10% fine — <br /> 50 gravel <br /> 27 - <br /> 50 7.3 <br /> 28- <br /> 29-- <br /> 23 <br /> 8 29 23 4.8 <br /> 8 SILTY SAND (SM): Yellowish brown (10YR 514), moist, 80% <br /> 30— fine to medium sand, 20% low plasticity fines <br /> 5 0 <br /> 5 <br /> 31 <br /> 5 wet <br /> r <br /> 32- <br /> 7 <br /> 9 <br /> 33 <br /> OAKBOREV(REV,T99) <br /> Geomatrix Consultants Project No.5380.001.00 Page 2 of 3 <br />