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DIRECT SHEAR TEST DATA <br />ASTM D 3080 <br />• CLIENT Westec <br />BORING NO. <br />DEPTH <br />SAMPLE NO. <br />SOIL DESCR. <br />TEST TYPE <br />NORMAL STRESS (psf) <br />Bowie #2 Mine <br />A <br />Shale <br />UU <br />720 <br />MOISTURE/DENSITY <br />DATA <br />Wt. Soil + Moisture (g) <br />Wt. Wet Soil & Pan (g) <br />Wt. Dry Soil & Pan (g) <br />Wt. Lost Moisture (g) <br />Wt. of Pan Only (g) <br />Wt. of Dry Soil (g) <br />Moisture Content <br />Wet Density (pcQ <br />Dry Density (pct) <br />Init. Diameter (in) <br />{nit. Area .. (sq in} <br />• Init. Height (in) <br />Volume (cu ft) <br />84.9 <br />88.5 <br />82.4 <br />6.1 <br />3.7 <br />78.8 <br />7.8 <br />141.0 <br />130.8 <br />1.373 <br />1.481 <br />1.549 <br />0.00133 <br />Test Set Up: Continuous Increasing Deflection Control <br />Shear Speed: 0.02000 in/min <br />Notes & Comments: <br />Data File Name: <br />Normal Stress: <br />Ultimate Stress: <br />• <br />Dala entry by: NAA <br />Data checked by: Ls <br />FileName: WTDSB#2M <br />720 psf <br />1362 psf <br />Date: 2-3-97 <br />Date: 2' H-97 <br />JOB NO. 2301-01 <br />SAMPLED <br />TEST STARTED <br />TEST FINISHED <br />CELL NUMBER <br />SATURATED TEST <br />1-31-97 CAL/DLS <br />1-31-97 CAL/DLS <br />Geomatic <br />No <br />5.00 psi <br />9.46 psi <br />ADVANCED TERRA TESTING, INC. <br />