Laserfiche WebLink
fit. <br /> NF®RAI <br /> F-� <br /> DEPTH SAMPLE BLOW COUNT <br /> DRY UNIT MOISTURtE QABTECH <br /> & DESCRIPTION USCS WEIGHT CONTENT RSANG <br /> ., tt GWL First Last DI <br /> 6I 121n tb/113 RDrn <br /> r _ % <br /> y. 22s '-26' Olive brown, silty CLAY, CL <br /> low plasticity, firm, <br /> 24 moist, mottled, <br /> increased silt: content, <br /> i w <br /> 5 28 et, <br /> 26'-311 Brown, silty SAND, medium 0 <br /> 27 grain, medium dense, CL <br /> moist, <br /> lf� <br /> 1 , <br /> r� <br /> 30 <br /> 5 21 <br /> , <br /> 0 <br /> 31'-351 Olive brown, silty CLAY <br /> low Plasticity, stiff, CL <br /> i" moist, caliche lenses, <br /> 33 <br /> i <br /> , �• <br /> 35'-40' Brown, sandy SILT, non- <br /> 36 5 1a plastic, stiff, moist to ML <br /> wet, 0 <br /> 39 3 18 <br /> _ increased clay content. 0 <br /> i <br /> ' Boring terminated at 40 feet. <br /> NFWE <br /> 42 <br /> r� <br /> tr. <br /> Date Drilled., 4/05/88 <br /> - { ROEQ BAOTDERS PROPERTY, STOCKTON LOG OF BORING <br /> IVO,TB— 1 <br /> t <br /> BALSI & CHANG ASSOCIATES PROJECT NO- 1705-1 DATE 4/F5/a8 <br /> Geotechnical Consultants / Materials Testing PREPARED BY BK PLATEA-3 <br /> Lrm. <br />