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7 ON <br /> _. .fit h+ .3* W <br /> h <br /> �,.,. _ { 4 C a -r .i-;e.. ,4 „y }• 'c_ya -u�'' F.. Rad° <br />.w' <br /> ,... #fie#�f�ktk+rhe###!�►!�Y#s##tk#yrirtY,F##'iY#iY##t*�lr*#7►wlrie'IrtF!►,M�Fik#dr**yfi�*yr*#!#tk�kr►t4�t##i# <br /> * CONE PENETRATION TEST # <br /> * SOUNDING : CPT-1 PROJECT NO : 9110-25103 # <br /> * PROJECT : TETC/CHEVRON INSTRUMENT : FISCKE092 <br /> * LOCATION : STOCKTON CA. SYSTEM : 4 <br /> * DATE : 03-11--1991 OPERATOR : XC/MR +r <br /> *,rt#*ir*�r*#�,t,e#***,e�►*,►#s###r:�#�r�a,t##**#*#,ri#,r##�►***�a3*�r##*##*#**###t#* <br /> PAGE 1 of 2 <br /> DEPTH TIP RESISTANCE NORILILIZO FRICTION CONE PORE SOIL BEHAVIOR TYPE <br /> TIP RESISTANCE RATIO PRESSURE <br /> (ft) (t3f) (tyf) (x) (tsf) <br /> ... ........0..... ......•.o .Da.. ......... <br /> 1.0 4 .0 .00 .00 <br /> 1.5 53.1 110.6 2.29 .61 SILTY SAND to SANDY SILT <br /> 2.0 13.7 26.8 5.54 .13 *SANDY CLAY to SILTY CLAY <br /> 2.5 11.6 21.7 4.29 .08 CLAYEY SILT to SILTY CLAY <br /> 3.0 17.1 311.4 4.08 .23 CLAYEY SILT to SILTY CLAY <br /> 3.5 24.8 42.5 4.99 .46 *SANDY CLAY to SILTY CLAT <br /> 4.0 32.4 53.8 5.22 .59 *SANDY CLAY to SILTY CLAY <br /> 4.5 39.6 49.1 4.39 .71 *SANDY CLAY to SILTY CLAY <br /> 5.0 22.7 35.5 6.40 .93 *SANDY CLAY to SILTY CLAY <br /> 515 23.1 35.1 5.25 1.01 *SANDY CLAY to SILTY CLAY <br /> 6.0 28.0 41.5 5.47 1.18 `SANDY CLAY to SILTY CLAY <br /> 6.5 34.5 49.9 3.30 1.38 SANDY FILT to CLAYEY SILT <br /> 7.0 29.0 41.0 4.09 1.40 CLAYEY:,iILT to SILTY CLAY <br /> 7.5 36.2 50.2 2.32 1.84 SILTY"WD to SANDY SILT <br /> 6.0 46.4 63.0 67 1.09 SAND to SILTY SAND <br /> 8.5 59.2 78.7 .57 .87 SAND to SILTY SANG <br /> 9.0 75.3 98.3 .50 .66 SAND to SILTY SAND <br /> 9.5 76.3 97.9 .48 .59 SAND tD SILTY S/"D <br /> 10.0 80.1 100.9 _49 .46 SAND to SILTY St.JD <br /> 10.5 86.9 107.6 .46 .31 SAND to SILTY SAND <br /> 11.0 43.2 52.6 1.27 .11 SILTY SAND to SANDY SILT <br /> 11.5 19.3 Z3.1 1.58 ^.04 SILTY SAND to SANDY SILT <br /> 12.0 17.2 20.3 1.38 .01 SILTY SAND to SANDY SILT <br /> 12.5 14.9 17.4 1.31 .1G SILTY SAND to SANDY SILT <br /> 13.0 15.8 15.1 1.10 .13 SILTY SAND to SANCY SILT <br /> 13.5 18.5 20.8 1.17 .15 SILTY SANG to SANDY SILT <br /> 14.0 20.9 23.2 1.04 .23 SILTY SAND to SANDY SILT <br /> 14.5 27.8 30.6 2.10 .50 SILTY SAND to SANDY SILT <br /> 15.0 26.9 29.2 2.61 .71 SANDY SILT to CLAYEY SILT <br /> 15.5 25.3 27.1 2.67 .95 SANDY SILT to CLAYEY SILT <br /> 16.0 27.7 28.5 2.34 I.O5 SANDY SILT to CLAYEY SILT <br /> 16.5 31.0 32.3 2.13 1.27SILTY SAND to SANDY SILT <br /> 17.0 30.3 31.2 2.43 1.50 SANDY SILT to CLAYEY SILT <br /> 17.5 Z4.6 25.2 2.45 1.54 SANDY SILT to CLAYEY SILT <br /> 18.0 23.4 23.9 2.58 1.70 SANDY SILT to CLAYEY SILT <br /> 18.5 23.7 24.0 2.27 1.76 SANDY SILT to CLAYEY SILT <br /> 19.0 26.9 27.1 2.37 1.92 SANDY SILT to CLAYEY SILT <br /> 19.5 33.1 33.2 2.15 2.22 SILTY SAND to SANDY SILT <br /> 20.0 26.6 26.5 2.43 2.78 SANDY SILT t0 CLAYEY SILT <br /> TOP 1.0 FT IS DISTURBED SOIL <br /> 'INDICATES OVERCONSCLIDATF,D OR CEMENTED MATERIAL <br /> ASSUMED TOTAL UNIT WT 3 110 PCF <br /> ASSUMED DEPTH OF WATER TABLE 17.0 FT <br /> The Earth Technology <br /> Corporation <br /> ti,. <br />