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TEST TYPE TX/CUpp CONF. PRES. PSF <br />SATURATION DATA <br />Cell <br />TRIAXIAL COMPRESSION TEST DATA <br />Burette <br />ASTM D 4767 <br />Pres. <br />CLIENT <br />Buckhorn Geotech <br />JOB NO. <br />BORING NO. <br />BS -3 <br />SAMPLED <br />DEPTH <br />1.0 <br />TEST STARTED <br />SAMPLE NO. <br />Pt., A <br />TEST FINISHED <br />SOIL DESCR. <br />Project #05- 127 -GEO <br />CELL NUMBER <br />LOCATION: <br />Bowie Mine <br />SATURATED TEST <br />TEST TYPE TX/CUpp CONF. PRES. PSF <br />SATURATION DATA <br />Cell <br />Back <br />Burette <br />Pore <br />Pres. <br />Pres. <br />Reading <br />Pressure <br />(PSI) <br />(PSI) <br />(CC) <br />(PSI) Change <br />1.0 <br />27.3 -15.00 <br />Close <br />Open Close Open <br />40.0 <br />38.0 <br />2.7 <br />13.8 <br />50.0 <br />37.3 -25.00 <br />12.2 <br />12.3 38.3 48.1 9.8 <br />Elapsed <br />Time <br />(Min) <br />0.00 <br />0.25 <br />0.5 <br />1 <br />2 <br />4 <br />9 <br />16 <br />30 <br />60 <br />120 <br />240 <br />360 <br />Initial Height (in) <br />Height Change (in) <br />Ht. After Cons. (in) <br />Initial Area (sq in) <br />Area After Cons. (sq in) <br />Data entry by: SR <br />Data checked by: G--"- <br />FileName: BRTOB23A <br />CONSOLIDATION DATA <br />SQRT <br />Burette Vol. <br />TIME <br />Reading Defl. <br />(Min) <br />(CC) (CC) <br />0.0 <br />12.3 0.00 <br />0.5 <br />23.7 -11.40 <br />0.7 <br />25.2 -12.90 <br />1.0 <br />27.3 -15.00 <br />1.4 <br />29.8 -17.50 <br />2.0 <br />32.6 -20.25 <br />3.0 <br />35.6 -23.30 <br />4.0 <br />37.3 -25.00 <br />5.5 <br />38.7 -26.40 <br />7.7 <br />39.5 -27.20 <br />11.0 <br />40.0 -27.70 <br />15.5 <br />40.3 -28.00 <br />19.0 <br />40.4 -28.10 <br />4.996 <br />Init. Vol. (CC) <br />0.068 <br />Vol. Change (CC) <br />4.928 <br />Cell Exp. (CC) <br />4.539 <br />Net Change (CC) <br />4.343 <br />Cons. Vol. (CC) <br />2541 -11 <br />04 -07 -05 CAL <br />04 -11 -05 CAL <br />8S <br />Yes <br />B <br />0.98 <br />Date: 04/14/2005 <br />Date: -/ v /as <br />ADVANCED TERRA TESTING, INC. <br />11520 <br />371.67 <br />38.90 <br />18.04 <br />20.87 <br />350.81 <br />