Laserfiche WebLink
Blow/ Sample PI <br /> 1lEit <br /> 0 No. USCS F}pmv DESCRIPTION COM ST, <br /> 2 <br /> 4 <br /> 8 B-3 @ 6- ML 0.0 CLAYEY SILT: medium orange -brown, some <br /> 6 25 6.5 very fine sand, damp <br /> 25'3 <br /> 8 <br /> 10 3 EB-3 @ 11-- ML 0.0 SILT: medium brown- grey, little clay, <br /> _7 II 11. very fine sand, daup <br /> 18 <br /> 12 <br /> 14 <br /> u <br /> 6 B-3 @ 16- SM 0.0 SILTY SAND: medium brown-grey, trace <br /> 18 16. clay, very fine grair,�d, well graded, <br /> s 16 23 damp <br /> . 18- <br /> 20 5 B-3 @ 21- ML 0.0 CLAYEY SILT: medium brown-grey, little <br /> 12 21. very fine grained sand, damp <br /> 19 <br /> 22 <br /> 24 <br /> 18 B-3 @ 25- SM 2.2 SILTY SAND: medium grey-brown,, very <br /> 26 43 25.5 fine to fine grained, well graded, <br /> B-3 @ 25.5 trace mica, damp <br /> - 26 <br /> 28- <br /> 30- 12 B-3 @ 31- SW 10. 1 SAND: medium blue-grey, medium grained, <br /> 23 31. moderately graded, trace coarse sand <br /> 200311 and very fine gravel, damp <br /> • <br /> J H KLEINFELDER & ASSOCIATES TEICHERT PLATE <br /> �� <br /> '•ii)11Lr'''k 1 <v1,L•II�tiI. • M'kIIN1AI, IIII,t�[. STOCKTON, CALIFORNIA <br /> PROJECT N0. 2.4-2045_2 <br /> LOG OF BORING N0a B-3 <br /> I <br />