PERMFILE130685

• Permit No: C1984065
• IBM Index Class Name: Permit File
• Doc Date: 12/11/2001
• Section_Exhibit Name: APPENDIX 4.3-1 APPENDIX II ROCK TESTING RESULTS HOLE 3.75
• Media Type: D
• Archive: No

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FIEXURAI STRENGTH Modulus of Rupture
SAMPIE NUMBER WI-3.75-F-2
CLIENT STORM KING MINES, INC.
Dote September 29, 1983
PROPERTY Glenwood Project gy
Hole Number 3.75 Hole Location N/A
Hole Size NQ-3 Collor Elevation
General Hole Bearing N 22° E
Somp/e Diome/er 45.15mm
1,556.7'
55°
142.75mm
N/A Location in Hole
General Hole Dip
Bearing Seporalion Dislonce
• Force of Foi/ure 0.40 kN
Slrenp/h
RPS 6 BDB
N N /~' E
1.58 MPa
Pre-testing Sample Description CLAYSTONE: Medium gray; very silty; solid
and dense sample; scattered carbonaceous material; well indurated; no
_visible fractures; excellent sample; sample selected from upper seam
immediate floor.
Post-letting Sample Description and Test Comments Good Test: Sudden failure;
! mildly irreAUlar vertical fracture extended from upper load point•
two laree vieces vlus minor fragments resulted.