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Unconfined Compression Test F'Pl,wv-61 <br /> Project: 99189.0 Date: <br /> Boring No. B-2 STS Project No: <br /> Sample No. S-6 Prepared by: <br /> Depth (ft): 23.5-25.5 <br /> Ww+T 309.90 <br /> Dw+T 267.70 <br /> Dia. ::2:-7S- :in Tare 33.80 <br /> Height: 56 in Wt. Of Water 42.20 <br /> Ini. Area 5.94 int Wt.Of Dry Soil 233.90 <br /> 18 64Ini. Vol. 33.02 in' Water content <br /> ,.. <br /> M. of Specimen Wet 1p { gms <br /> Yd <br /> 141.9 Wet 120Yd.2 <br /> Classification: SILTY CLAY,trace to some gravel,trace sand -gray-(CL) <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) sf) <br /> :.....::::: :.....;;:;:.: ............... ...... 0 <br /> ......................... ........... <br /> 8.5 0.180 5 95 3 0.103 206 <br /> ... 1 4 <br /> ....:;;.���3...:::::::.. 16.5 . :::....:....: 0.360 5.96 2.77 0.200 399 <br /> :: 24.5 ::i . 0.540 5.97 4.11 0.296 592 <br /> 1#> 32.6 ? .., 0.719 5.98 5.44 0.392 784 <br /> 4:5 48.6 <:; 0.989 6.00 8.10 0.583 1166 <br /> ....::. #]:::..::.... 64.6 :; 1.259 6.02 10.74 0.773 1547 <br /> 3iI 96.7 9t7: <br /> 1.799 6.05 15.98 1.151 2301 <br /> # I 128.7 1 2.338 6.08 21.16 1.524 3047 <br /> » '. i t>»>. 189.0 }< >< 5.396 6.28 30.10 2.167 4335 <br /> 5 <br /> 7.55 6.42 30.88 2.223 4447 <br /> 198.4 <br /> 4 <br /> Qu = 2.22 tsf <br /> Qu = 4,400 psf <br /> H/W Ratio Correction = 4,410 psf <br /> Corrected Qu = 4,400 psf <br />