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II-19 <br />.: SEEGMILLER INTERNATIONAL <br />r a% Moac Gcar[aaKx Caeaur~s i Ex+ems <br />FIEXURAI STRENGTH Modulus of Rupture) <br />SAMPLE NUMBER WR-3.75-F-1 <br />CLIENT STORM RING MINES, INC. <br />vROPERTY Glenwood Project gy <br />Date September 29, 1983 <br />RPS fi BDB <br />Hole Number 3.75 Hole Location N/A N N/A E <br />Hole Size NQ-3 Collar Elevotion N/A Location in Hole 1,523.4' <br />General Hole Beorinq N 22° E General Hole Dip 55° <br />Somp/e Diome/er 45.15mm Beorinp SeporoJion Dis/once 142.75mm <br />. Forte o~ Foi/ure 0.71 kN Svrenp/h 2.81 MPa <br />Pre-testinq Sample Description SANDSTONE: Light gray; very fine to fine- <br />grained; solid and dense sample; abundant thin clayey-carbonaceous <br />bedding laminae (a=70°); 5.5mm clayey-carbonaceous band near middle <br />of sample; well indurated; no visible fractures; strong appearance; <br />excellent sample. <br />Post -testing Sample Description and Test Comments Good Test: Sudden failure <br />fairly smooth vertical fracture extended from upper load point; <br />fracture followed clayey bedding laminae; two lar a pieces plus minor <br />fragments resulted. <br />