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Unconfined Compression Test <br /> Project: 99189 Date: <br /> Boring No. B-1 STS Project No: <br /> Sample No. S-6 Prepared by: <br /> Depth (ft): 25.0-26.0 <br /> Ww+T 321.50 <br /> DW+T 278.60 <br /> Dia. 1-68 in Tare 34.90 <br /> Height: 5:75::in Wt. Of Water 42.90 <br /> Ini. Area 5.64 in Wt.of Dry soil 243.70 <br /> ............... <br /> Ini. Vol. 32.44 in Water Content IT60 <br /> ... ..... ........ <br /> Wt. of Specimen Wet 118> E gms <br /> Yd Wet Yd <br /> 131.4 111.7 <br /> Classification: <br /> Load Dial Load Strain Dial Unit Corrected Stress Stress Stress <br /> Reading Cell Reading Strain Area <br /> x0.0001 in (lbs) x0.01 in) % (in) (Ib/int) (ts psf) <br /> .:! ..: 0 0 <br /> 28.5 # ' 0.261 5.66 1.51 0.108 217 <br /> t;: 16.5 0.522 5.67 2.92 0.210 420 <br /> 24.5 4.a:; 0.783 5.69 4.32 0.311 622 <br /> 1# 1 32.6 ��..: 0.870 5.69 5.72 0.412 824 <br /> 1�1� 48.6 8.5; :.<;: 1.652 5.74 8.47 0.610 1220 <br /> .............................. <br /> 64.6 1 ,;.; 3.130 5.82 11.09 0.799 1598 <br /> 33 ,,;..;., 96.7 ;....;;;; 5.913 6.00 16.12 1.161 2321 <br /> l 128.7 ; 7.478 6.10 21.11 1.520 3040 <br /> 44�. )1, ;;;;,. 189.0 ;:......; 10.783 6.32 29.89 2.152 4304 <br /> X15......;::: 200.8 # ..:...::.;:: 11.826 6.40 31.38 2.259 4519 <br /> _.. ...................._..._.. <br /> Qu = 2.26 tsf <br /> Qu = 4,500 psf <br /> H/W Ratio Correction = 4,565 psf <br /> Corrected Qu = 4,600 psf <br />