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
_ pp O
fp C1 : r M M A iF
Report
O O O
O a O �p O O
ik it it tF #
100
90
80
70
CC
W 60
Z
Li
Z 50
W
U
W
W 40
a
30
20
10
•
I
I
•
I
I
I
I
I
I
I I
I
I
�
I
I
I
I
1
1
1
•
•
I
I
I
1
I 1
I 1
1 1
1 1
1
�1 1
� 1
1 1
1 I
I
1
1
1
I
1
-1-s t\.%.(:),.........o...„..:
1
1
I
1
1
1
1
1
I
1
1
1
1
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1
1
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1
1
1
1
1
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1
500 100 10 1 0 1 0 01 0 001
GRAIN SIZE - mm
COBBLES
% GRAVEL
% SAND
% SILT % CLAY
0.0
30.8
32.5
36.7
SIEVE
SIZE
PERCENT
FINER
SPEC.
PERCENT
PASS?
(X =NO)
Soil Description
Brown Clayey sand with gravel
Atterberq Limits
2 in.
1.5 in.
1.0 in.
.75 in.
.5 in.
.375 in.
#4
#10
#20
#30
#50
#00
#200
100.0
96.1
93.7
89.8
85.9
83.5
69.2
58.0
50.1
47.2
42.8
39.8
36.7
PL= 21 LL= 41 P1= 20
Coefficients
D85= 11.1 D60= 2.46 D50= 0.840
D30 D15 D10
Cu Cc=
Classification
USCS= SC AASHTO=
Remarks
Tested by Tess /AP
Checked by RS
(no specification provided)
Sample No.: 7 - 125 - 36 Source of Sample: SWTP Date: 06/21/2007
Location: SWTP - 12 Elev. /Depth: 8.0'
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 -