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i • <br />SEEGMILLER INTERNATIONAL <br />UMn GrmrtNrw~ Caaararts i Fiomis <br />BRAZILIAN TENSILE STRENGTH <br />SAMPLE NUMBER WR-3.75-B-1 <br />CLIENT STORM KING MINES, INC. <br />PROPERTY_ Glenwood Project <br />Hole Number 3.75 <br />II-14 <br />Date September 29, 1983 <br />gy RPS 6 BDB <br />Hole Locotion N JA N N/A E <br />Hole Size NQ-3 Collar Elevation N/A Locotion in Hole 1,528.8' <br />General Hole gearing N 22° E <br />Genarol Hole Dip 55° <br />Sompte Diameter 45.lOmm Somp/s TAieknsss 10.60mm <br /> <br />Force of Failure 2.89 kN Strsnpth 3.85 MPa <br />• <br />Pre-testing Sample Description SANDSTONE: Light gray; fine to medium- <br />grained; solid and fairly dense sample; thin wavy clayey-carbonaceous <br />bedding laminae; moderately well indurated; no visible fractures; <br />very strong appearance; very good edges; excellent sample. <br />Posf -testing Sample Description and Tesf Comments Very Good Test: Sudden <br />failure; smooth vertical fracture developed between load points; <br />additional fracture followed coals beddinz laminae: two lame pieces <br />plus two smaller pieces and fragments resulted. <br />• <br />