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: Field Sample No.:
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 2: 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
0.0 1.3
Confining Pressure (psi):20.0
Hydraulic Conductivity, k20 (cm/s): 5.2E-07
Gradient Range (h/L):
Initial Void Ratio:0.378
Optimum Moisture Content(%):11.2
Initial Water Content (%):11.1
Maximum Dry Density (pcf):125.8
Initial Remolded Dry Density (pcf):120.0
Initial Percent Compaction:95%
2.65
100.0% 100.0
95.4 95.6
3.008 2.998
0.376
2.775 2.766
6.049 6.008
14.2%
0.01053 0.01052
120.0 120.2
137.2 137.3
63.85 82.20
574.65 563.20
11.1 14.6
0.00 239.20
46
Yes
20
Remolded
0.877
Initial During k Testing Final
638.5 884.60
574.65 802.40
De-aired Bottled
475.0106.072 Upper Dump 1 SLF Stockpile
B Stockpile
TW TW/AV
6/4/2025 TW
6/24/2025 Dark brown clayey
gravel with sand
Test Boundary Conditions
Flexible Wall Hydraulic Conductivity
ASTM D5084
Cripple Creek and Victor Gold Mines SLF-59-C
VLF2 PH3 Stage B SLF-59-C