2025-10-20_REVISION - M1980244 ‎(11)‎

• Permit No: M1980244
• IBM Index Class Name: Revision
• Doc Date: 10/20/2025
• Doc Name Note: 6. APPENDIX G
• Doc Name: Request for Technical Revision
• From: CC&V
• To: DRMS
• Type & Sequence: TR153
• Email Name: ERR
• Email Name: ZTT
• Media Type: D
• Archive: No

Client: Lab Sample No.:
Project:
Project No.: Location:
Phase: Elevation/Depth:
Requested By: Tested By:
Test Started: Checked By:
Test Finished: Sample Description:
Type of Permeant
Magnitude of Back pressure (psi)
Saturated (Y/N):
Stage 1: Effective Stress (psi)
Sample Type
Burrete Area (cm2)
Test Specimen Data
Wet Soil + Tare (g)
Dry Soil + Tare (g)
Tare (g)
Wt. of Water (g)
Dry Soil (g)
Moisture Content (%)
Sample Volume (ft3)
Dry Density (pcf)
Wet Density (pcf)
Saturation (%)
Percent Compaction
Height (in)
Diameter (in)
Area (in2)
Est. Moisture Content after Consolidation (%)
Est. Void Ratio after Consolidation
Specific Gravity*
*Specific gravity is assumed
Maximum Dry Density:
ASTM D 698
1.0 1.3
Flexible Wall Hydraulic Conductivity
ASTM D5084
Initial Water Content (%):
Confining Pressure (psi):
Hydraulic Conductivity, k20 (cm/s):
TW
SLF-55-C
Upper Dump 1 SLF Stockpile
FG
TW/SC
B
TW
11/13/2023
11/20/2023
475.0106.060
Gradient Range (h/L):
Test Boundary Conditions
Maximum Dry Density (pcf):
Initial Remolded Dry Density (pcf):
Initial Percent Compaction:
Initial Void Ratio:
Optimum Moisture Content(%):
2.774
95.2 95.3
2.65
During k Testing
0.01058
115.5
128.7
16.1%
Cripple Creek and Victor Gold Mines
VLF2 PH3 Stage B
70.1
Final
654.80
580.40
119.00
74.40
461.40
16.1
0.01053
115.7
134.6
100.0
554.00
11.5
0.877
Brown clayey sand
with gravel
Initial
617.61
554.00
De-aired Bottled
55
Yes
5
Remolded
0.00
63.61
6.9E-07
5.0
3.019
2.777
6.055
3.016
6.043
11.5
115.5
121.4
11.4
95%
0.431
0.427