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�aw'�z�'d ��. ;;s 3w ,� _ ir�.w �" ',w�.d; "�7Fap•�r'Y v _ � .� .e:`� '7R �{ts� _ 9 A --• **aF*#�!***irvMye?'r*#*#�M*a#********i:**�t�F#at�t�k#*�t#ir*#***�}***sk"k*#**#4*alr*•*7t*�Y** * CONE PENETRATION TEST * SOUNDING : CPT-3 PRO TECH NO : 9110-25103 * PROXECT : TETC/ClIMON T-NSTRUMU T : F15CXE092 * LOCATION : STOCKTON O.A. SYSTEl: : 4 * DATE : 03•-11-1991 OPERATOR : KC/MEZ * * **,t************:a********�r•***********orf**:r***•�******yes*:#*f**#******## PAGE 1 Of 2 DEPTH TIP RESISTANCE NOKW.LIZED FRICTION CDNE PORE SOIL SENA9IOR TYPE TIP RESISTANCE RATIO PRESSURE (ft) (tif) (ts?) (x) (tsf) • .0 .... .. ........ ...... .00.. .0 .s .0 .0 .00 .00 1.0 .0 .0 .00 .00 1.5 27.7 57.8 5.39 1.59 'WADT CLAY to SILTY CLAY 2.0 22.5 4L,0 •5.83 1.17 *SANDY CLAY to SILTY CLAY 2.5 23.7 44.1 4.48 1.76 -SANDY CLAY to SILTY CLAY -• 3.0 26.3 46.9 4.16 1.15 *SANDY CLAY to SILTY CLAY 3.5 29.9 51.4 3.72 1.16 SANDY SILT to CLAYEY SILT 4.0 28.6 47.5 4.28 1.15 *SANDY CLAY to SILTY CLAY 4.5 31.4 50.4 3.95 1.17 SANDY SILT to CLAYEY SILT 5.0 34.3 53.6 5.10 1.15 *SANDY CLAY to SILTY CLAY 5.5 27.3 41.5 4.33 1.08 *SANDY CLAY to SILTY CLAY 6.0 23.2 34.4 3.99 1.02 CLAYEY SILT to SILTY CLAY ^� 6.5 25.7 37.2 3.74 1.01 SANDY SILT to CLAYEY SILT 7.0 25.1 35.5 3.21 .96 SANDY SILT to CLAYEY SIL', 7.5 21.7 50.1 3.19 .38 SANDY SILT to CLAYEY SILT 8.0 29.4 39.6 3.02 .26 SANDY SILT to CLAYEY SILT 8.5 40.6 54.0 3.13 .23 SANDY SILT to CLAYEY SILT 9.0 35.4 46.2 2.79 .20 SANDY SILT to CLAYEY SILT 9.5 18.7 23.9 3.62 .17 CLAYEY SILT to SILTY CLAY 10.0 24.4 30.7 4.10 .17 CLAYEY SILT to SILTY CLAY 10.5 27.0 33.4 3.10 .18 SANDY SILT to CLAYEY SILT -• 11.0 35.3 43.0 3.46 .36 SANDY SILT to CLAYEY SILT 11.5 21.6 25.9 3.93 1.44 CLAYEY SILT to SILTY CLAY 12.0 19.1 22.5 3.88 1.94 CLAYEY SILT to SILTY CLAY 12.5 20.5 23.8 4.98 3.54 CLAYEY SILT to SILTY CLAY 13.0 22.1 25.3 3.76 8.02 CLAYEY SILT to SILTY CLAY 13.5 33.7 38.0 4.51 16.47 *SANDY CLAY to SILTY CLAY 14.0 39.6 44.1 5.40 16.09 -SANDY CLAY to SILTY CLAY 14.5 30.7 33.8 4.07 2.43 CLATSY SILT to SILTY CLAY 15.0 21.0 22.7 3.33 1.80 SANDY SILT to CLAYEY SILT 15.5 22.3 23.9 2.91 2.86 SANDY SILT to CLAYEY SILT 16.0 29.4 31.0 3.33 7.84 SANDY SILT to CLAYEY SILT 16.5 33.5 34.9 3.21 t9.38 SANDY SILT to CLAYEY SILT 17.0 38.0 39.2 3.16 24.67 SANDY SILT to CLAYEY SILT 17.5 38.9 39.8 4.49 28.82 SANDY CLAY to SILTY CLAY' _. 18.0 58.1 59.2 3.85 26.55 '1rLAYEY SAND to SANDY CLAY 18.5 71.8 72.7 5.47 21.64 *SANDY CLAY to SILTY CLAY 19.0 50.0 50.3 4.27 35.37 *SANDY CLAY to SILTY CLAY 19.5 49.7 R9.8 3.81 35.94 SANDY SILT to CLAYEY SILT 20.0 51.3 51.1 4.19 33.92 'SANDY CLAY to SILTY CLAY TOP 7.0 FT IS DISTURBEO SOIL 'IND.CATES OYERCONSOLIDATED OR CEMENTED MATERIAL ASSUMED TOTAL UNIT VT Ito PCF ASSUMED DEPTH OF DATER TABLE • 17.0 FT 1 ^ The Earth Technology Corporation i�