2013-02-25_PERMIT FILE - C1982057 ‎(2)‎

• Permit No: C1982057
• IBM Index Class Name: Permit File
• Doc Date: 2/25/2013
• Doc Name: Slope Stability Evaluation, Runoff Control Structures
• Section_Exhibit Name: Tab 20 Attachment 20-3
• Media Type: D
• Archive: No

150
140
130
U.
120
m
110
0
100
90
80
Zero Air Void Curves
Ga=2.50 Ga=2.60 Ga-2.70
Moisture Content - %
Job Name: II-W Mine Control Structures PROCTOR TEST
ple Location: North Pit RESULTS
Description: Sandy Clay with Bedrock Fragments sample No. 4P
Maximum Dry Density: 110.4 Pef Opt. Moisture Content: 15.7 9: Procedure: ASTM D698
Liquid Limit: 34 Plasticity Index: 18 Date: 7/16/09
Gravel: 0 7 Sand: 24 7 silt & Clay (-zoo}: 76 % Job. No. 07-7600 Tech: JJ
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2580 Capper Rlape DMa
...at spring, Cpcr.m low
0 5 .10 15 20 25 30