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PROJECT: TRACY GRAVEL PITS <br /> Tracy, California Log of Boring No. GMX-27 (cont'd) <br /> SAMPLES <br /> _ z - REMARKS <br /> �� m d y� � - E DESCRIPTION <br /> w E d E 3: o O> Q as NAME(USCS):color,moist,%by.wt.,plast.density,structure, <br /> o�" in Z in m u. U " cementation,react'w/HCI,geo.inter. <br /> POORLY GRADED GRAVEL with SAND (GP): cont'd <br /> 34 0 - <br /> --------------------------------- <br /> 0 POORLY GRADED SAND with GRAVEL(SP): brown (10YR - <br /> 35 5/3), moist, 80%fine to coarse sand, 15%fine gravel,5%fines <br /> 36- <br /> 37- 0 CLAYEY SAND (SC): brown (10YR 5/3), moist, 70%fine to <br /> medium sand, 30%low plasticity fines - <br /> 38 0 - <br /> LEAN CLAY with SAND (CL) <br /> 0 wet <br /> 39 LEAN CLAY with SAND (CL): brown (10YR 5/3), moist, 70% - <br /> 0 fines, 30%fine to medium sand, low plasticity, firm _ <br /> 40 - <br /> 0 <br /> 0 T hard <br /> 41- <br /> 42- <br /> 43- <br /> 1 42 43 - <br /> 0 CLAYEY SAND (SC): moist <br /> --------------------------------- <br /> 44 LEAN CLAY(CL): brown (10YR 5/3), moist,90%fines, 10% _ <br /> 0 fine sand, low plasticity, hard <br /> 45 0 - <br /> 0 <br /> 46 --------------------------------- - <br /> LEAN CLAY with SAND (CL): brown (10YR 5/3), moist, 80% <br /> 0 fines, 20%fine to medium sand, low plasticity,firm - <br /> 47 - <br /> 0 <br /> 48 0 - <br /> T hard <br /> --------------------------------- <br /> 49 LEAN CLAY(CL): brown (10YR 5/3), moist, 90%fines, 10% <br /> 0 fine sand, low plasticity,firm <br /> 50 0 LEAN CLAY with SAND (CL) <br /> 0 <br /> 51 <br /> OAKBOREV(REV.3100) <br /> Geomatrix Consultants Project No. 7066.001 1Page 3 of 4 <br />