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<br />UNCONFINED COMPRESSIVE STRENGTH TEST DATA <br />• <br />CLIENT Geo-Can JOB NO. 2340-22 <br />BORING NO. STA3+00 SAMPLED 11-08-06 <br />DEPTH Slump 3" DATE TESTED 12-01-06 BKUCAL <br />SAMPLE NO. POS-003-07 SATURATED TEST No <br />SOIL DESCR. P05-003 AT FIELD MOIST. Yes <br />LOCATION Carma Bayshore CONF. PRES. PSF 0 <br /> TEST TYPE UCS <br />Init. Ht. (in) 5.897 Init. Area (sq in) 7.022 <br /> Strain Rate (in/min) 0.059 <br /> Uncorrected <br /> Axial Axial Delta Axial Area Dev. Dev. <br /> Load Stress Ht. % Final Stress SVess <br /> Lbs. PSF In. Strain Sq In. PSF PSI <br /> 0.0 0 0.000 0.00 7.022 0 0.0 <br /> 22.0 451 0.006 0.10 7.029 451 3.1 <br /> 54.0 1107 0.012 0.20 7.036 1105 7.7 <br /> 85.0 1743 0.018 0.30 7.043 1738 12.1 <br /> 112.0 2297 0.024 0.40 7.050 2288 15.9 <br /> 137.0 2810 0.030 0.50 7.057 2796 19.4 <br /> 161.0 3302 0.035 0.60 7.064 3282 22.8 <br /> 183.0 3753 0.041 0.70 7.071 3727 25.9 <br /> 201.0 4122 0.047 0.80 7.078 4089 28.4 <br /> 2D9.0 4286 0.053 0.90 7.085 4248 29.5 <br /> 214.0 4389 0,059 1.00 7.092 4345 30.2 <br /> 2t 8.0 4471 0,065 1.10 7.100 4422 30.7 <br /> 221.0 4532 0,071 1.20 7.107 4478 31.1 <br /> 225.0 4614 0.077 1.30 7.114 4554 31.6 <br /> 226.0 4635 0.083 1.40 7.121 4570 31.7 <br /> 224.0 4594 0.089 1.50 7.129 4525 31.4 <br /> 215.0 4409 0,094 1.60 7.136 4339 30.1 <br /> 203.0 4163 0.100 1.70 7.143 4092 28.4 <br /> 190.0 3897 0.106 1.80 7.150 3826 26.6 <br /> t 85.0 3794 0.112 1.90 7.157 3722 25.8 <br /> 181.0 3712 0.118 2.00 7.165 3638 25.3 <br /> 177.0 3630 0.124 2.10 7.172 3554 24.7 <br /> 171.0 3507 0.130 2.20 7.179 3430 23.8 <br />Peak Deviator Stress (psi) <br />• <br />Data entered by: SR Date: <br />Data checked by: ~6kL Date: y2,~.cfF <br />FileName: GFX0300 <br />31.74 <br />12/06/2006 <br />ADVANCED TERRA TESTING, INC. <br />