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t <br />SEEGMILLER INTERNATIONAL <br />DMo Grmrnerx I.oMa~nurts i Fx~s <br />~• <br />BRAZILIAN TENSILE STRENGTH <br />. SAMPLE NUMBER WI-3.75-B-3 <br />II-16 <br />CLIENT STORM KING MINES, INC. Date September 29, 1983 <br />PROPERTY- Glenwood Project gy RPS ~ BDB <br />Hole Number 3.75 Hole Location N/A N N/A E <br />Hole Size NQ-3 Collar Elevation N/A Location in Hole 1,562.9' <br />General Hole Beorinq N 22° E General Hole Dip 55° <br />Somp/e Diome/er <br />force al Foi/ure <br />11 <br />LJ <br />45.05mm <br />0.45 kN <br />Somp/e ThicAnsss 10.03mm <br />Slrenp/h <br />0.63 MPa <br />Pre-testing Sompte Description CLAYSTONE: Dark gray; silty; homogeneous; <br />moderately dense; scattered coaly debris; fair induration; faint <br />discontinuous slaking fractures along bedding planes; fair strength <br />appearance; very good edges; very good sample; sample selected from <br />lower seam immediate roof. <br />Post -testing Sample Description and Tesf Comments Good Test: Sudden failure; <br />irregular vertical fracture developed between load points; fracture <br />partially followed bedding planes; two large pieces plus fragments <br />resulted. <br />