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�.� RM <br /> t <br /> * CONE PENETRATION TEST <br /> * SOUNDING : CPT-5 PROJECT NO : 9110-25103 <br /> PROJECT : TETC/CHEVRON INSTRUMENT : FlSCKE092 <br /> * LOCATION : STOCKTON CA. SYSTEM : 4 <br /> * DATE : 03-11-1991 OPERATOR : KC/MR <br /> # <br /> PAGE 1 of 2 <br /> DEPTH TIP RES+•STANCE NORMALIZED FRICTION CONE PORE SOIL BEHAVIOR TYPE <br /> TIP RESISTANCE RATIO PRESS<iiE <br /> (ft) (tsf) (taf) (X) (tsf) <br /> ....0 .............. .............. ...•... .............. . . <br /> 5 .0 .0 .VO .00 <br /> 1.0 .0 .0 .00 .00 <br /> 1.5 76.9 160.3 3.14 6.34 *SILTY SAND to CLAYEY SANG <br /> 2.0 72.1 141.2 2.51 1.09 SILTY SAND to SANDY SILT <br /> 2.5 40.3 74.9 6.43 3.16 *SANDY CLAY to SILTY CLAY <br /> 3.0 17.? 31.6 6.15 5.29 *SANDY CLAY to SILTY CLAY <br /> 3.5 13.1 :2.4 6.69 3.68 *SANDY CLAY to SILTY CLAY <br /> _ 4.0 18.0 29.9 5.48 5.03 *$ANDY ;LAY to SILTY CLAY <br /> 4.F 28.4 45.6 5.84 8.81 *;AHOY CLAY to SILTY CLAY <br /> 5.G 30.5 1.7.6 5.87 10.77 *SANDY CLAY to SILTY CLAY <br /> 5.5 28.6 43.5 7.05 7.42 *SANDY CLAY to SILTY CLAY <br /> 6.0 25.0 37.1 6.02 9.78 *SANDE CLAY to SILTY CLAY <br /> 6.5 26.1 37.8 6.06 12.42 *SANDY CLAY to SILTY CLAY <br /> 7.0 30.2 42,7 6.29 11.62 •SANDY CLAY to SILTY CLAY <br /> 7.5 47.2 65.3 5.01 15.11 *SANDY CLAY to SILTY CLAY <br /> 8.0 69.1 93.7 1.81 12.56 SILTY SAND to SA14DY SILT <br /> 8.5 75.0 99.8 .73 1.87 SANG to SILTY SAND <br /> 9.0 71.6 93.5 .64 1.29 SAND to SILTY SAND <br /> 9.5 97.0 124.4 .62 .77 SANG to SILTY SANG <br /> 10.G 110.2 13x.9 .63 .4a SAND to SILTY SAND <br /> 10.5 '.17.1 145.0 .63 .36 SAND to SILTY SAND <br /> 11.0 119.1 145.1 .66 .23 SAND to SILTY SAND <br /> 11.5 136.4 165.9 .46 .12 SAND to SILTY SAND <br /> 12.0 167.1 197.2 .43 .14 SANDY GRAVEL to SAND',' <br /> 12.5 154.2 214.1 .52 .01 SANDY GRAVEL to SANO� <br /> 13.0 191.9 219.9 .52 .06 SANDY GRAVEL to SAND! <br /> W 13.5 190.9 214.6 .55 .07 SAND to S.LTY SAND <br /> 14.0 198.4 220.9 .51 .07 SANDY GRAVEL to SAND' <br /> 14.5 204.8 225.0 .40 .08 SANDY GRAVEL to SAND <br /> 15.0 222.6 241.2 .46 .13 SANDY GUVEL t0 SAND <br /> 15.5 206.3 220.6 .51 .16 SANDY GRAVEL to :;AND <br /> 16.0 184.5 194.7 .47 .14 SANDY GRAVEL to SAND <br /> 16.5 208.4 217.1 .48 .16 SANDY GRAVEL to SAND <br /> 17.0 209.7 215.8 .51 .19 SANDY GRAVEL to SAND <br /> _. 17.5 194.8 199.5 .53 .21 SAND to SILTY SAND <br /> Sa.O 174.4 181.7 .36 .21 SANDY GRAVEL to SAND <br /> 18.5 188.0 190.5 .41 .26 SANDY GRAVEL to SAND <br /> 19.0 167.1 168.3 .48 .26 SAND C' SILTY SAND <br /> 19.5 139.7 140.1 .37 .27 SAND to SILTY SAND <br /> 10.0 67.9 67.7 .88 .23 SANG to SILTY SAND <br /> TOP 1.0 FT IS DISTURBED SOIL <br /> *INDICATES OVEPCONSOLIOATED OR CEMENTED MATERIA_ <br /> ASSUMED TOTAL UNIT UT ■ 110 PCF <br /> ASSUMEC DEPTH OF WATER TABLE = 17.0 FT <br /> rite Earth rech,Tology <br /> CUrporatlort <br /> w <br />