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EV:04-3369 V85- 0 PIEZOCONE SOUNDING <br /> Point Stress-Qc Pore Pressure-Ut A Factor-Af Local friction-LF Friction Ratio-FR Soil Behavior <br /> 0 (TSF) 500 0 (TSF) 6 0 % 50 0 (TSF) 10 0 % 10 Legend <br /> 0 9 <br /> Dense Sand to <br /> Clayey Sand <br /> 10 ❑ Very Stift <br /> Fine Grained <br /> 20 Gravelly Sand <br /> to Sand • <br /> Sand <br /> 30 <br /> Sand to <br /> U Silty Sand <br /> 40 (Data Not Available) (Data Not Available) Silty Sand to <br /> D ❑ Sandy Silt <br /> h Sandy Silt to <br /> 50 ❑ Clayey Silt <br /> F ❑ Clayeyto <br /> Silty Clay <br /> 60 _ <br /> Silty Clay <br /> to Clay <br /> 70 ■ Clay <br /> ■ Soft Clays <br /> 80 . <br /> to Organic <br /> Sensitive Fine <br /> Grained <br /> 90 ■ Extremely Soft/Loose <br /> -Possible Voids <br /> Classification <br /> loo not Possible <br /> 0 (TSF ) 50 in—situ group <br /> Coarse Scale <br /> Fine Scale Precision Sampling, Inc. <br /> Push Interrupted To Add Rod,Pore <br /> Chevron(Secor)Stockton Ca. Preliminary <br /> Pressure Decay Data May Be Available Sounding#CPT04 <br />