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'OUNDING DATA IN FILE 01W399 11-13-01 12:49 <br /> IPERATOR TIM d% ARCM LOCATION : CPT-2 <br />'ONE ID : H0752TC U2 JOB N o. : 01-2085--04 <br /> BI IAV-SITU TESTING <br /> 911 W. Capitol Ave. , W. Sacramento, CA 95691 <br /> DEPTH DEPTH TIP CORR TIP FRICTION FR RATIO PORE PR DIFF P P RATIO INC TEMP INTERPRETED N <br /> meters feet Qc tsf at tsf Fs tsf Fs/9c % Pit psi (PN-Ph)/Qc % I deg T deg F SOIL TYPE SPT <br /> 0.05 0.2 282.7 282.7 1.31 0.5 -0.3 -0.0 0.0 72.9 ? ? <br /> 0.10 0.3 242.3 242.3 0.91 0.4 0.0 0.0 0.0 72.3 sand 43 <br /> 0.15 0.5 142.8 142.8 1.36 1.0 -0.4 -0.0 0.0 72.4 sand 29 <br /> 0.20 0.7 67.1 67.0 1.70 2.5 -0.2 -0.0 0.0 72.5 silty sand to sandy silt 25 <br /> 0.25 0.8 28.7 28.7 1.44 5.0 0.3 0.1 0.0 72.5 clayey silt to silty clay 19 <br /> 0.30 1.0 23.1 23.1 1.12 4.9 0.2 0.1 0.0 72.1 clay 23 <br /> 0.35 1.1 21.5 21.5 0.95 4.4 1.4 0.5 0.0 72.3 clay 20 <br /> 0.40 1.3 18.1 18.1 0.97 5.4 1.7 0.7 0.0 72.5 clay 18 <br /> 0.45 1.5 16.7 16.7 0.86 5.1 1.5 0.6 0.0 72.3 clay 16 <br /> 0.50 1.6 15.2 15.2 0.74 4.9 -1.3 -0.6 0.0 72.5 clay 15 <br /> 0.55 1.8 14.5 14.5 0.73 5.0 -2.4 -1.2 0.0 72.2 clay 14 <br /> 0.60 2.0 14.2 14.1 0.74 5.2 -3.6 -1.8 0.0 72.3 clay 13 <br /> 0.65 2.1 12.5 12.4 0.70 5.6 -4.1 -2.4 0.0 72.3 clay 12 <br /> 0.70 2.3 10.4 10.4 0.60 5.8 -0.1 -0.1 0.0 72.3 clay 10 <br /> 0.75 2.5 8.7 8.6 0.52 6.0 -1.2 -110 0.0 72.3 clay W <br /> 0.60 2.6 10.8 10.8 0.57 5.3 -0.2 -0.1 0.0 72.1 clay it <br /> 0.85 2.8 13.5 13.5 0.80 5.9 -0.2 -0.1 0.0 71.9 clay 13 <br /> 0.90 3.0 15.9 15.9 1.09 6.8 -0,4 -0.2 0.0 72.0 clay 15 <br /> 0.95 3.1 17.2 17.2 1.20 7.0 0.0 0.0 0,0 71.7 clay 17 <br /> 1.00 3.3 18.8 18.8 1.27 6.8 0.3 0.1 0.0 71.6 clay l8 <br /> 1.05 3.4 19.5 19.5 1.37 7.0 -0.1 -0.0 0.0 71.4 clay 18 <br /> 1.10 3.6 19.2 19.2 1.37 7.1 -0.1 -0.0 0.0 71.3 clay 16 <br /> 1.15 3.8 18.6 18.6 1.30 7.0 0.2 0.1 0.0 71.4 clay 18 <br /> 1.20 3.9 18.8 18.8 1.24 6.6 -0.8 -0.3 0.0 71.4 clay 18 <br /> 1.25 4.1 18.8 18.7 1.22 6.5 -2.4 -0.9 0.0 71.6 clay 18 <br /> 1.30 4.3 19.6 19.5 1.21 6.2 -2.4 -0.9 0.0 71.2 clay 19 <br /> 1.35 4.4 19.9 19.9 1.21 6.1 -2.3 4.8 0.0 71.5 clay 20 <br /> 1.40 4.6 21.7 21.7 1.27 5.9 -1.7 -0.6 0.0 71.7 clay 22 <br /> 1.45 4.8 26.0 26.0 1.41 5.4 -1.2 -0.3 0.0 71.9 clay 25 <br /> 1.50 4.9 30.7 36.7 1.62 5.3 -1.1 -0.3 0.0 71.8 clay 30 <br /> 1.55 5.1 35.8 35.8 1.88 5.2 -3.3 -0.7 0.0 72.1 clay 34 <br /> 1.60 5.2 38.9 38.8 2.01 5.2 -1.5 -0.3 . 0.0 72.0 clay 37 <br /> 1.65 5.4 40.8 40.7 2.11 5.2 -1.9 -0.3 0.0 72.3 clay 38 <br /> 1.70 5.6 39.5 39.5 2.22 5.6 -1.8 -0.3 0.0 72.7 clay 38 <br /> 1.75 5.7 38.9 38.8 2.12 5.5 -3.6 -0.7 0.0 72.5 clay 36 <br /> 1.80 5.9 34.3 34.2 2.01 5.9 -4.1 -0.9 0.0 72.8 clay 33 <br /> 1.85 6.1 30.5 30.5 1.80 5.9 -4.4 -1.0 0.0 73.2 clay 30 <br /> 1.90 6.2 29.2 29.1 1.61 5.5 3.5 -0.9 0.1 74.3 clay 28 <br /> 1.95 6.4 28.3 28.2 1.43 5.0 -3.3 -0.8 0.1 74.4 clay 27 <br /> 2.00 6.6 27.5 27.5 1.32 4.8 -3.4 -0.9 0.1 74.8 clay 27 <br /> iil interpretation reference: Robertson & Campanella-1983, based on 60% hammer efficiency and .15 m sliding data average <br />