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a _ _ s T } _ IME �r .,_ •vs �.-'usrs ,G.w� ��' ' a S; a �" x. w - � �. r .r .+�n�.n+ '�'�., re+�+s.- ,cam. +•T IE **ir**##�t�talr•,Irf►�E17ry1rtYik,Msire►ir�tvt**f*k*,F**•A**1k*!e*t�ltl�Flr�l�t#w*aY+r*tt***yF�k##a4*rFttitfdl+4 * CONE PENETRATION TEST * * SOUNDING : CPT-4 PROTECT NO : 9110-25103 * PROJECT : TETC/CHEVRON INSTRUMENT : FlSCKE092 _ * V3CATTON : STOCKTON CA. SYSTEM : 4 * DATE : 03-11-'1991 OPERATOR : KC/MR * T PAGE 1 of 2 DEPTH TIP RESISTANCE NORMALIZED FRICTION CONE PORE SOIL BEHAVIOR TYPE TIP RESISTANCE RATIO PRESSURE (ft) (tsf) (tsf) (%) (tsf) ..o ...._.... ..... ........0 ... ...... ....0. . _... .. .5 .0 .0 .00 .00 1.0 .0 .0 .00 .00 1.5 .0 .0 15.00 •.00 *SANDY CLAY to SILTY CLAY " 7..0 45.8 89.8 1.59 .05 SILTY SAND to SANDY SILT 2.5 27.3 50.8 1.78 •.05 SILTY SAND to SANDY SILT 3.0 29.1 51.8 4.84 .10 *SANDY CLAY to SILTY CLAY 3.5 57.7 99.0 5.81 .98 *SANDY CLAY to SILTY CLAY 4.0 68.6 113.7 4.87 3.47 *SANDY CLAY to SILTY CLAY 4.5 90.1 144.7 3.91 10.42 *CLAYEY SAND to SANDY CLAY $.0 119.2 186.0 2.69 5.19 *SILTY SAND to CLAYEY SAND 5.5 127.4 193.5 1.69 7.01 SAND to SILTY SAND 6.0 114.3 169.4 1.23 5.27 SAND to SILTY SAND 6.5 119.7 173.1 1.20 3.38 SANO to SILTY SAND 7.0 106.0 150.0 1.24 2.14 SAND to SILTY SAND 7.5 96.3 133.3 1.13 1.47 SAND to SILTY SAND 8.0 100.7 136.6 .88 .76 SAND to SILTY SAND 8.5 108.6 144.5 .88 .64 SAND to SILIY SAND 9.0 96.8 126.4 1.00 .58 SAND t4 SILTY SAND 9.5 93.0 119.2 .69 .52 SAND to SILTY SAND 10.0 91.6 115.3 .76 .47 SAND to SILTY SAND 10.5 86.2 106.7 .81 .41 SAND to SILTY SAND 11.0 92.8 113.0 .72 .38 sAMP to SILTY SAND 11.5 117.1 140.4 .59 .34 SAND to SILTY SAND 12.0 150.2 177.3 .69 .40 SAND to SILTY SAND 12.5 151.4 176.0 .76 .44 SAND to SILTY SAND 13.0 147.7 169.2 .77 .46 SAND to SILTY SAND . 13.5 133.0 150.2 .82 .45 SAND to SILTY SAND 14.0 139.3 155.1 .80 .46 SAND to SILTY SAND 14.5 142.9 157.0 .68 .39 SAND to SILTY SAND 15.0 145.4 157.5 .76 .36 SAND to SILTY SAND 15.5 54.6 58:4 2.67 .28 SAL'DY SILT to CLAYEY SILT 16.0 26.9 28.4 1.95 .22 SILTY SAND to SANDY SILT 16.5 28.6 29.8 1.54 .25 SILTY SAND to SANDY SILT 17.0 31.3 32.2 1.20 .29 SILTY SAND to SANDY SILT 17.5 36.8 37.7 2.13 .34 SILTY SAND to SANDY SILT' 18.0 31.9 32.4 2.30 .38 SANDY SILT to CLAYEY SILT 18.5 26.6 26.9 2.29 .36 SANDY SILT to CLAYEY SILT 19.0 29.9 30.1 2.46 .32 SANDY SILT to CLAYEY SILT .. 19.5 27.0 27.1 2.17 .31 SANDY SILT to CLAYEY SILT 20.0 27.7 27.6 2.32 .28 SANDY SILT to CLAYEY SILT TOP 1.0 FT IS DISTURBED SOIL ro. •[NOICATES OVERCONSOLIDATED OR CEMENTED MATERIAL ASSUMED TOTAL UNIT WT a 110 PCF ASSUMED DEPTH OF WRIER TABLE ■ 17.0 FT .r The Earth Technology t ` corporation ik