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.£ x i # CLINE PENETRATION TEST * * SOUNDING : CPT-2 PROSECT NO : 9110-25103 +� PROJECT : TETC/CHEt)RON INSTRUMENT : FISCXE092 * LOCATION : STOCKTON CA. SYSTEM : 4 * DATE : 03-12-1991 OPERATOR : KC/IM # * ***,ear#*,r****#**,r**#**#i#***#,r****,r#*******,a,r**w****#**+r***,r,t*****#�r�,► PAGE 1 of 2 4 DEPTH TIS RFSISTANCE NCWLIZEO FRICTION CONE PORE SOIL SERAYIOR TYPE TIP RESISTANCE RATIO PRESSXmE tft) (tsf) ttsf) M (tsf) . 0 .............. ............. ... .. ... .. ....... .0 ... ... 5 C .0 .00 .00 1.0 .0 D .00 .00 1.5 52.3 108.9 4.26 Z-ZI *CLAYEY SAND to S"OY CLAY 2.0 34.9 68.3 3.58 2.32 *CLAYEY SAND to SANDY CLAY 2.5 16.6 31.0 4.96 1.24 *SANDY CLAY to SILTY CLAY 3.0 14.8 76.3 5.14 .97 CLAYEY SILT to SILTY CLAY 3.5 20.4 35.0 4.63 .99 *SANDY CLAY to SILTY CLAY 4.0 25.5 42.2 4.17 1.28 C::.YEY SILT co SILTY CLAY 4.5 39.2 62.9 2.95 .93 SANDY SILT to CLAYEY SILT 5.0 42.2 65.8 4.27 .99 *SANDY CLAY co SILTY CLAY 5.5 39.9 60.6 5.40 1.18 'SANDY CLAY to SILTY CLAY 6.0 47.5 70.4 6.11 2.53 *SANDY CLAY to SILTY CLAY 6.5 47.3 68.4 4.55 3.D9 *SANDY CLAY to SILTY CLAY 7.0 35.3 49.9 4.87 .86 *SANDY CLAY to SILTY CLAY 7.5 27.2 37.5 4.76 .66 *SANDY CLAY to SILTY CLAY 8.0 40.9 55.5 4.04 1.57 *CLAYEY SAND to SANDY CLAY 8.5 30.3 40.3 4.64 1.53 •SANDY CLAY to SILTY CLAY 9.0 19.8 25.9 4.71 1.35 CLAYEY SILT to S1LTY_CLAY 9.5 10.6 13.6 3.53 1.07 CLAYEY SILT to SILTY CLAY 10.0 16.9 2t.3 3.55 1.34 CLAYEY SILT to SILTY CLAY 10.5 32.2 59.9 5.12 1.23 'SANDY CLAY to SILTY CLAY 11.0 27.7 33.1 5.7; 1.41 *SAVOY CLAY to SILTY CLAY 11.5 32.2 38.7 5.14 2.14 'SANDY LLAT to SILTY CLAY 12.''' 22.9, 27.G 5.68 2.16 *SANDY CLAY to SILTY CLAY 12.5 19.:�' 22.4 5.22 2.27 CLAYEY SILT to SILTY CLAY 13.0 13.9 15.8 4.74 2.15 CLAYEY SILT to SILTY CLAY 13.5 14.3 16.2 3.08 2.44 SANDY SILT to CLAYEY SILT 14.0 16.7 18.6 3.12 3.07 SANDY SILT to.CLAYEY SILT 14.5 14.5 16.0 3.80 3.76 CLAYEY SILT to SILTY CLAY 15.0 18.0 .9.6 2.73 5.38 SANOT SILT to CLAYEY SILT 15.5 23.7 25.4 3.70 7.71 CLAYEY SILT to SILTY CLAY 16.0 30.9 32.6 3.99 10.45 CLAYEY SILT to SILTY CLA7 16.5 32.0 33.3 4.16 13.?4 CLAYEY SILT to SILTY CLAY 17.0 52.3 53.8 4.71 14.83 "SANDY CLAY to S%TY CLAY 17.5 34.9 35.7 6.11 10.76 *SANDY CLAY to SILTY CLAY 18.0 47-7 L8.5 5.»5 17.37 *SANDY CLAY to SILTY CLAY 18.5 35.6 36.0 4.74 12.82 *SANDY CLAY to SILTY CLAY 19.0 45.2 45.5 4.65 22.98 *SANDY CLAY. to SILTY CLAY 19.5 27.4 27.4 5.69 5.54 'SANDY CLAY to SILTY CLAY 20.0 32.3 32.2 4.09 13.91 CLAYEY SILT to SILTY CLAY TOP 1.0 FT IS DISTURBED SOIL *INDICATES OVERCONSOLIDATED OR CEMENTED MATERIAL -- ASSLYIED TOTAL UNIT UT = 110 PCF ASSUMED DEPTH OF WATER TABLE = 17.0 FT The Earth Technology Curparatlon !ma