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PROJECT: TRACY GRAVEL PITS <br /> Tracy, California Log of Boring No. GMX-25 (cont'd) <br /> SAMPLES 0 <br /> � N, > Z C DESCRIPTION REMARKS <br /> CL <br /> w d E o o O0 Q as NAME(USCS):color,moist, %by wt., plast.density,structure, <br /> o v U)Z c� m� W v cementation,react.w/HCI,geo.inter. <br /> --------------------------------- <br /> SILT with SAND (ML): grayish brown (10YR 5/2), moist, 80% <br /> fines, 20%fine to medium sand, nonplastic, hard <br /> 16 — <br /> 0 <br /> 17 0 — <br /> 18 --------------------------------- — <br /> POORLY GRADED GRAVEL with SILT and SAND (GP-GM): <br /> grayish brown (10YR 5/2), moist, 50%fine to coarse gravel, — <br /> 19 40%fine to coarse sand, 10% nonplastic fines _ <br /> 0 <br /> 0 <br /> 20- <br /> 21- <br /> 22— <br /> 0 21 22 0 <br /> 23- <br /> 24- <br /> 25- <br /> 0 <br /> 32425 0 <br /> 26 0 — <br /> 0 <br /> 27 <br /> 28 — <br /> 29 — <br /> 30 <br /> 31 — <br /> 0 <br /> 0 <br /> 32 — <br /> 0 <br /> 33 <br /> OAKBOREV(REV.3/00) <br /> Geomatrix Consultants Project No. 7066.001 Page 2 of 3 <br />