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TRIAXIAL COMPRESSION TEST DATA <br />ASTM D 2850 <br />CLIENT <br />Buckhom Geotech <br />JOB NO. <br />2541 -18 <br />BORING NO. <br />BG05 -11 <br />SAMPLED <br />DEPTH <br />18.0 -19.6 <br />TEST STARTED <br />12/28/05 CAL <br />SAMPLE NO. <br />SH -07 <br />TEST FINISHED <br />12/29/05 CAL <br />SOIL DESCR. <br />Project #05126GEO <br />CELL NUMBER <br />20S <br />LOCATION: <br />Bowie -Mine No. 2 <br />SATURATED TEST <br />Yes <br />TEST TYPE <br />TX/UU- Saturated <br />CONF. PRES. PSF <br />2880 <br />MOISTURE/DENSITY <br />BEFORE <br />AFTER <br />DATA <br />TEST <br />TEST <br />Wt. Soil + Moisture (g) <br />675.5 <br />748.5 <br />Wt. Wet Soil & Pan (g) <br />691.2 <br />764.3 <br />Wt. Dry Soil & Pan (g) <br />606.1 <br />606.1 <br />Wt. Lost Moisture (g) <br />85.1 <br />158.2 <br />Wt. of Pan Only (g) <br />15.8 <br />15.8 <br />Wt. of Dry Soil (g) <br />590.3 <br />590.3 <br />Moisture Content % <br />14.4 <br />26.8 <br />Wet Density PCF <br />74.3 <br />101.7 <br />Dry Density PCF <br />64.9 <br />80.2 <br />Init. Diameter (in) <br />2.774 <br />Init. Area (sq in) <br />6.044 <br />Init. Height (in) <br />5.731 <br />Vol. Bef. Saturation (cu <br />ft) 0.02004 <br />Vol. After Saturation (cu <br />ft) 0.01623 <br />Notes & Comments: Sample was very loose and the side walls were rough. <br />The diameter is an approximation. <br />Data entry by: RS Date: 01/05/2006 <br />Data checked by: c, Date: <br />FileName: BRUOSH07 <br />ADVANCED TERRA TESTING, INC. <br />