2016-01-14_REPORT - M1980244 ‎(18)‎

• Permit No: M1980244
• IBM Index Class Name: Report
• Doc Date: 1/14/2016
• Doc Name: Final Report Quality Assurance Monitoring & Test Results
• From: Cripple Creek & Victor Gold Mining Company
• To: DRMS
• Email Name: TC1
• Email Name: ERR
• Email Name: AME
• Email Name: WHE
• Media Type: D
• Archive: No

Tested By:RM Checked By:TB
Particle Size Distribution Report
PE
R
C
E
N
T

F
I
N
E
R
0
10
20
30
40
50
60
70
80
90
100
P
E
R
C
E
N
T

C
O
A
R
S
E
R
100
90
80
70
60
50
40
30
20
10
0
GRAIN SIZE - mm.
0.0010.010.1110100
% +3"Coarse
% Gravel
Fine Coarse Medium
% Sand
Fine Silt
% Fines
Clay
90.0 1.0 3.0 1.0 2.0 1.8 1.2
6
i
n
.
3
i
n
.
2
i
n
.
1½

i
n
.
1
i
n
.
¾
i
n
.
½
i
n
.
3/
8

i
n
.
#4 #1
0
#2
0
#3
0
#4
0
#6
0
#1
0
0
#1
4
0
#2
0
0
SIEVE PERCENT SPEC.
*PASS?
SIZE FINER PERCENT (X=NO)
Material Description
Atterberg Limits
Classification
Remarks
Source of Sample:Structural Fill
Sample Number:SF-33-R Date:
Client:
Project:
Project No:Figure
Light brown poorly graded gravel with silt and sand
24"
18"
12"
4.0"
3.0"
2.0"
1.5"
1.0"
.75"
.5"
.375"
#4
#10
#20
#40
#50
#100
#200
100.0
86.0
71.0
11.0
10.0
10.0
9.0
9.0
9.0
9.0
7.0
6.0
5.0
4.0
3.0
2.0
1.0
1.2
100.0
0.0 - 25.0
NP NP NP
SP-SM A-1-a
Sample obtained from Phase 1 Bench H STA H29+00 at an
elevation of 9,808.0’
Cripple Creek & Victor Gold Mining Company
VLF Squaw Gulch
74201125N0
PL= LL= PI=
USCS= AASHTO=
*Structural Fill
3/6/2014
SF-33-R

Amec Foster Wheeler