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Unconfined Compression Test <br /> Project: 99189 Date: <br /> Boring No. B-1 STS Project No: <br /> Sample No. S-4 Prepared by: <br /> Depth (ft): 15.0-16.0 <br /> Ww+T 368.20 <br /> Dw+T 314.80 <br /> Dia. 1.661n Tare 33.20 <br /> Height: 56in Wt. Of Water 53.40 <br /> ini. Area 5.64 int Wt.Of Dry Soil 281.60 <br /> ................. <br /> Ini. Vol. 31.36 in : <br /> i Water Content= . 891j <br /> ............. .............. <br /> Wt. of Specimen Wet 1185>18 gms <br /> Yd Wet Yd <br /> 143.9 121.0 <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) (% (in2) (Ib/int) (tsf) (ps <br /> I;: 0 <br /> <:..�r.: 8.5 1.: 0.180 5.65 1.51 0.109 217 <br /> i . ....;:;. 16.5 .;;: 0.360 5.66 2.92 0.210 421 <br /> .......... <br /> 24.5 :;: 0.540 5.67 4.33 0.312 623 <br /> 1l ..... 32.6 :. 0.719 5.68 5.73 0.413 825 <br /> .:.:::..: 48.6 1.259 5.71 8.50 0.612 1225 <br /> 6 6 9 8 5 5 3 0.808 1617 <br /> 4. 1. 7 .7 11.2 <br /> .............................. ....... <br /> 96 3 058 5 8 6 6 96 2392 <br /> 7 »»>'1 <»» 2 1 1 1.1 <br /> .................... <br /> . : <br /> 4 ....: <br /> 128.7 ... 3.957 5.87 21.91 1.578 3155 <br /> _..... .. <br /> 144.1 38;> ..;:.:> 6.835 6.05 23.80 1.713 3427 <br /> Qu = 1.71 tsf <br /> Qu = 3,400 psf <br /> H/W Ratio Correction = 3,425 psf <br /> Corrected Qu = 3,400 psf <br />