Laserfiche WebLink
PROJECT: WELTY ROAD <br /> Versalis, California -2LQg Of Boring No. GMX (CGnt'd) <br /> SAMPLES i I <br /> aa a p DESCRIPTION REMARKS I <br /> W 4? E d E o o Q a NAME(USCS):color,moist,%by wt.,plast.density,structure, <br /> Q" Z M LL cementation,react.w/HCI,geo. inter. <br /> 16 ------------------------------ - <br /> 50 0 POORLY GRADED SAND with GRAVEL(SP): Brown (7.5YR <br /> 413), moist, 80% fine to coarse sand; 15% sub-angular gravel, - <br /> 17 5%fines <br /> 30 <br /> ® 18 <br /> f! 30 0 <br /> 20 <br /> 19 LEAN CLAY with SAND (CL): Brown (7.5YR 413), moist, 70% - <br /> 12 fines, 30%fine sand, medium plasticity,firm <br /> 15 0 <br /> 20 <br /> j 25 <br /> 16 <br /> 21- <br /> 30 0 <br /> I <br /> 35 <br /> 22 - <br /> 10 0 - <br /> 23 ._ ..._--_._.__._.___.._ ---------..-._------ - <br /> 12 SILTY SAND (SM): Brown (7.5YR 413), moist, 85%fine sand, <br /> 15% low plasticity fines <br /> 10 <br /> 24 <br /> LEAN CLAY with SAND (CL): Brown (7.5YR 413), moist, 70% - <br /> 30 fines, 30%fine sand, medium plasticity,firm <br /> 25 - <br /> 10 — <br /> 22 0 <br /> 26 - <br /> 25 <br /> 12 <br /> 27- <br /> 12 0 <br /> 20 <br /> 28 <br /> 8 soft <br /> 18 0 <br /> 29 - <br /> 9 30 <br /> 0 <br /> . 10 — <br /> 30 � <br /> C9 12 0 <br /> 14 POORLY GRADED SAND (SP): Brown (10YR 513),wet, 95% <br /> 31 fine sand, 5% fines - <br /> Bottom of boring at 31.0 feet Borehole destroyed using <br /> - Type I-ll neat cement <br /> 32 - grout placed from total <br /> depth to ground surface <br /> - with a tremie pipe <br /> 33 <br /> 0AK80REV(REV.7199) <br /> Geomatrix Consultants Project NO. 5380.001.00 Page 2 or 2 <br />