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
tD #
N .+f - of ik
Report
# # # # 'i #
100
90
80
70
CL
W 60
Z
u_
Z 50
LU
U
C
W 40
a
30
20
10
0
I
I
I
I
I
I
I
I
I
I
I
I I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I I
I
I
I
I
I
I
I
I
I
I I
I
I
I
I
I
I
I
I I
I I
500 100 10 1 0 1 0 01 0 001
GRAIN SIZE - mm
% COBBLES
% GRAVEL
% SAND
% SILT I % CLAY
0.0
55.3
30.1
14.6
SIEVE
SIZE
PERCENT
FINER
SPEC.
PERCENT
PASS?
(X =NO)
Soil Description
Brown Clayey gravel with sand
Atterberq Limits
3 in.
2 in.
1.5 in.
1.0 in.
.75 in.
.5 in.
.375 in.
#4
#10
#20
#30
#50
#100
#200 00
100.0
98.1
95.1
89.2
82.6
72.3
64.7
44.7
28.1
28.1
25.2
20.7
17.4
14.6
PL= 18 LL= 34 P1= 16
Coefficients
D85= 21.0 D80= 8.14 D50= 5.86
D30= 1.04 D15= 0.0830 D
30 15 D10
C Cc=
Classification
USCS= GC AASHTO=
Remarks
Tested by TB
Checked by RS
(no specification provided)
Sample No.: 7- 125 -21 Source of Sample: SWTP Date: 06/19/2007
Location: SWTP -120 Elev. /Depth: 0.0' -10.0'
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 -