Laserfiche WebLink
**A✓ <br /> DEPTH SAMPLE BLOW COUNT DRY UNIT MOISTURE (PP) <br /> & DESCRIPTION USCS WEIGHT CONTENT Qu <br /> First Last <br /> It GWL 6 in 12 in Ib/ft3 % ton/ft <br /> 0' - 5' Dark brown to black, silty CLAY, <br /> damp, medium stiff, high plasticity <br /> CH 101 21 3.0 <br /> 5 18 <br /> 4 <br /> 5' - 18' Tannish brown, clayey SILT, damp, <br /> 10 57 very stiff to stiff, low plasticity 112 22 <br /> 8 <br /> ML <br /> 4 26 <br /> 12 <br /> 16 3 36 <br /> 18'-21.5' Brown, silty fine to medium SAND, SM <br /> damp, dense, non-plastic <br /> 20 <br /> 11 41 <br /> Boring terminated at 21.5 ft <br /> 24 NFWE <br /> Date Drilled: 08/08/91 <br /> Arco -- Stockton LOG OF BORING NO. TB-2 <br /> BALBI & CHANG ASSOCIATES PROJECT NO. 1525-69 DATE 08/19/91 <br /> Geotechnical Consultants / Materials Testing PREPARED BY GYM PLATE A-3 <br />