2012-02-28_REVISION - M1980244 ‎(68)‎

• Permit No: M1980244
• IBM Index Class Name: REVISION
• Doc Date: 2/28/2012
• Doc Name: VOL 5, Appendix B: Laboratory Testing, Part 1
• From: CC&V
• To: DRMS
• Type & Sequence: AM10
• Email Name: TC1
• Media Type: D
• Archive: No

Particle Size Distribution Report
N s s _ (N� ((�� V rp O
fp : N .- N1 M iR # A A A ii # # it
100
90
80
70
�N/
Ce
W 60
Z
Z 50
W
0
CC
W 40
a
20
10
0
•
1
I
1
I
1
I
1
1
1
I
I
1
1
I
I I
1 1
1 1
1 1
1 1
1
1
1
1
1
1
1
1
I
1
•
I
1
1
I
■
I
1
I
1
1
• 1
I I
1
1
I
1
I
1
•
•
1
I
1
1
1
-
1
1
1
1
I
1
I
Y
1
1
500 100 10 1 0 1
GRAIN SIZE - mm
0 01 0 001
% COBBLES
% GRAVEL
% SAND
% SILT % CLAY
0.0
53.5
30.3
16.2
SIEVE
SIZE
PERCENT
FINER
SPEC.
PERCENT
PASS?
(X =NO)
Soil Description
Brown Clayey gravel with sand
Atterberci Limits
3 in.
2 in.
1.5 in.
1.0 in.
.75 in.
.5 in.
.375 in.
#4
#10
#20
#30
#50
#100
#200
100.0
92.5
77.8
67.3
62.8
57.8
55.2
46.5
37.8
30.7
28.3
23.5
19.5
16.2
PL= 18 LL= 26 P1= 8
Coefficients
D85= 43.8 D60= 15.5 D50= 6.20
D30= 0.770 D15 D10
C C
Classification
USCS= GC AASHTO=
Remarks
Tested by AP
Checked by RS
* (no specification provided)
Sample No.: 7 - 125 - 38 Source of Sample: SWTP Date: 06/12/2007
Location: SWTP - 23 Elev. /Depth: 3.0'
Smith Williams Consultants
Client: Cripple Creek and Victor Gold Mining Company
Project: Valley Leach Facility- Phase 5 Geotechnical Engineering
Project No: 1125 Sample Number 7 - 125 -