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
1.2 1.3
Flexible Wall Hydraulic Conductivity
ASTM D5084
Initial Water Content (%):
Confining Pressure (psi):
Hydraulic Conductivity, k20 (cm/s):
TW
SLF-53-C
Upper Dump 1 SLF Stockpile
FG
TW/SC
B
TW
10/25/2023
11/13/2023
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(%):
2.784
94.7 94.6
2.65
During k Testing
0.01063
119.4
132.4
14.6%
Cripple Creek and Victor Gold Mines
VLF2 PH3 Stage B
75.0
Final
879.07
798.60
241.10
80.47
557.50
14.4
0.01062
119.3
136.7
100.0
576.18
10.7
0.877
Brown clayey sand
with gravel
Initial
638.07
576.18
De-aired Bottled
45
Yes
5
Remolded
0.00
61.89
3.3E-07
5.0
3.018
2.783
6.084
3.019
6.089
10.7
119.4
126.1
10.9
95%
0.385
0.387