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Surface Conditions Asphalt <br /> Date Completed 5119197 <br /> Logged By DH Groundwater Groundwater encountered at 19 feet depth <br /> Total Depth 41-112 feet initially Encountered at 11 feet after 2 hours <br /> ' FIELD LABORATORY DESCRIPTION <br /> r <br /> Q 1= A0� V� U r- O H USCS Classification <br /> ML CLAYEY SILT- Olive Brown Some Fine <br /> Sand, Trace Coarse Gravel, <br /> Some Brick Debris, Fe Stains, Organics, Trace <br /> Fine Gravel, Stiff, Moist <br /> 5 12 PID 0 <br /> 10 5 PID 0 <br /> (CL)CLAYEY SILT- Gray, wlSand, Fine to <br /> Medium Grained, Trace Coarse Gravel, Stiff <br /> 15 32 PID 0 <br /> (ML)SILT- Olive-Gray, Non-Cohesive, Some <br /> 1 Roots, Hard, Wet <br /> 20 36 <br /> 25 <br /> (CL)SILTY CLAY- Olive-Gray, Slightly Plastic, <br /> Slightly Cohesive, Hard, Wet <br /> 30 34 <br /> I <br /> 35 <br /> SEAWALL EVALUATION PLATE <br /> KLEINFELDER WEBER POINT loft <br /> CITY OF STOCKTON A-7 <br /> PROJECT NO 20-1129-30 G01 LOG OF BORING B-3 <br />