Laserfiche WebLink
PROJECT: TRACY GRAVEL PITS <br /> Tracy, California Log of Boring No. GMX-26 (cont'd) <br /> SAMPLES 0 <br /> �,, 2 Z E DESCRIPTION REMARKS <br /> W�' o o oO Q as NAME(USCS):color,moist, %by wt.,plast.density,structure, <br /> o" co Z m LL w '" cementation,react.w/HCI, eo. inter. <br /> � cn m � g <br /> POORLY GRADED GRAVEL with SAND (GP): cont'd <br /> 34 — <br /> 0 <br /> 0 <br /> 35- <br /> 36- <br /> 37 <br /> 536 37 — <br /> 0 — <br /> 38 — <br /> 39 — <br /> 40 — <br /> 0 — <br /> 41 0 <br /> SILTY SAND (SM): brown (10YR 5/3),wet, 60%fine to <br /> medium sand, 40%nonplastic fines,trace coarse sand and fine — <br /> 42 to coarse gravel _ <br /> 43 — <br /> 0 <br /> 44 0 POORLY GRADED SAND (SP):wet -------------- — <br /> ------------------ <br /> POORLY GRADED SAND (SP):wet <br /> 45 LEAN CLAY with SAND (CL): brown (10YR 5/3), moist, 80% _ <br /> fines, 20%fine to medium sand, low plasticity,firm <br /> --------------------------------- — <br /> LEAN CLAY (CL): brown (10YR 5/3), moist, 95%fines, 5% <br /> 46 fine sand, low plasticity,•firm — <br /> 0 — <br /> 47 0 <br /> 48- <br /> 0 <br /> 49 — <br /> 0 CLAYEY SAND (SC):wet <br /> 50 90%fines, 10%fine sand <br /> 0 <br /> 51 0 <br /> OAKBOREV(REV.3/00) <br /> Geomatrix Consultants Project No. 7066.001 Page 3 of 4 <br />