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Blows Semple USCS WELL <br /> Ft. No. DESCRIPTION CONST. <br /> 0 <br /> Six inches asphalt and road base. <br /> L/CC Fill, clay with sand, grave] and asphalt, dry, stiff <br /> 2 no product odor. <br /> 4- <br /> 6- II S-6 SM Silty sand, fine-grained, orange-brown, slightly <br /> damp, loose, no product odor. <br /> 8- <br /> 10- <br /> 23 S- 10 As above, medium dense to stiff. <br /> 12- <br /> LU <br /> W <br /> LL <br /> Z14 - — — — — — — — — — — — — — - - — <br /> = CL Silty clay with trace sand, brown, slightly damp, <br /> a <br /> 38 S- 16 stiff, low plasticity, no product odor. <br /> c 16 <br /> SC Clayey sand, fine-grained, orange-brown, damp, <br /> dense-hard, no plasticity, no product odor. <br /> 18- <br /> 20- <br /> 82(I 100+ S-20 <br /> Sw Sand, well graded, medium- to fine-grained, tan- <br /> to light orange-brown, damp, very dense, no <br /> 22 product odor. <br /> 24 CL Silty clay, with trace fine sand, mottled brown <br /> and orange-brown, damp, medium stiff, no <br /> 18 S-25 product odor. <br /> 62830 26- <br /> 28- <br /> 30- <br /> 100+ S-30 As above, brown with tan mottling, slightly damp, <br /> hard. <br /> Section continues downward <br /> _ LOG OF BORING B-5/MW-5 PLATE <br /> `wpP�:•ec•o ysrms Beacon Station 411-502 p-4 <br /> flhd'u"131,­1 (A'"SP1415:h%1'M16 35 N. Cherokee Lane <br /> PROJECT NO. 8691-6 Lodi, California <br />