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

II-13
SEEGMILLER INTERNATIONAL
~ r MP'P+G GEOTECl4AC~1L CCINSULTAM$ / ENGPIFJAS
~•
ROCK DIRECT SHEAR STRENGTH
SAMPLE NUMBER ~'-3.75-D-3
CLIENT STORM KING MINES, INC.
PROPERTY Glenwood Project
Hole Number 3.75 Hole Location
Hole Size NQ-3 Collar Elevation
General Hole Bearing N 22° E
Somp/e Diomeler
45.lOmm
By
Date September 29, 1983
RPS ~ BDB
N/A N N/A E
N/A Location in Hole 1,588.7'
force o/ Foi/ure
General Hole Dip 55°
10.8 kN Slrenplh 3.37 MPa
• Pretesting Sample Description CLAYSTONE: Dark gray; very silty; solid and
dense sample; mildly carbonaceous throughout; minor coaly debris;
good induration; no visible fractures; fairly strong appearance; very
good sample.
Post -testing Somple Description and Test Comments Very Good Test: Steowise
failure; irregular vertical and near-vertical shear surface formed
at load points; shearing occurred over small portion of each surface;
three large pieces plus few smaller pieces and fragments resulted.