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Unconfined Compression Test <br /> 1 <br /> Project: 99189 Date: <br /> Boring No. B-2 STS Project No: <br /> Sample No. S-4 Prepared by: <br /> Depth (ft): 13.5-15.5 <br /> Ww+T 357.30 <br /> Dw+T 307.00 <br /> Dia. 2ft8 in Tare 34.70 <br /> Height: &56 in Wt. Of Water 50.30 <br /> Ini. Area 5.64 in Wt.Of DrySoil 272.30 <br /> . ............... <br /> In!. Vol. 31.36 in3 Water Content 18.47 <br /> Wt. of Specimen Wet 19> #Dgms <br /> Yd Wet Yd <br /> 148.1 125.0 <br /> Classification: <br /> Load Dial Load Strain Dial Unit Corrected Stress Stress Stress <br /> Reading Cell Reading Strain Area <br /> 4.0001 in (Ibs) x0.01 in) (% (in2) (Ib/inz) (tsf) psf) <br /> 8.5 <<' 0.000 5.64 1.51 0.109 218 <br /> (f 16.5 0.000 5.64 2.93 0.211 422 <br /> .:......:: .....:;; 24.5 .::.........j..;;;...:::.»:: 0.180 5.65 4.34 0.313 625 <br /> 1# 32.6 ;; 0.360 5.66 5.75 0.414 828 <br /> 1a? 48.6 .::.....:..:. 0.719 5.68 8.55 0.616 1231 <br /> 64.6 1.079 5.70 11.33 0.816 1631 <br /> 3tJ 96.7 $,;;.....:. 1.619 5.73 16.86 1.214 2427 <br /> 128.7 I ',. 2.698 5.80 22.20 1.598 3197 <br /> 189. <br /> 0 5.036 5.94 31.82 2.291 4582 <br /> «:. :.:. <br /> ......... << <br /> 80 <br /> 561 <br /> 3 <br /> 2 <br /> 36 0 <br /> 6 835 <br /> 6 05 <br /> 38 98 2.807 <br /> ............................ <br /> :..:..:....:::::::: <br /> Qu = 2.81 tsf <br /> Qu = 5,600 psf <br /> H/W Ratio Correction = 5,642 psf <br /> Corrected Qu = 5,600 psf <br />