2010-11-15_REPORT - M1980244 ‎(3)‎

• Permit No: M1980244
• IBM Index Class Name: Report
• Doc Date: 11/15/2010
• Doc Name: QA Monitoring and Test Results 2010, VOL. III, Appendix H, CQA Lab Test Results- Part 2.
• From: CC&V
• To: DRMS
• Type & Sequence: AM9
• Media Type: D
• Archive: No

Particle Size Distribution
C C = O O
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t0 t7 N .- n ;s: M a # #
Report
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#
100
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CC
W 60
Z
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Z 50
W
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W 40
30
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10
0
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100 � 1 : -C}� -C 1 0.01 0.001
GRAIN SIZE - mm.
% +3"
% Gravel
% Sand
% Fines
Coarse
Fine
Coarse
Medium
Fine
Silt Clay
87.4
12.0
0.3
0.1
0.1
0.0
0.1
SIEVE
SIZE
PERCENT
FINER
SPEC.
PERCENT
PASS?
(X =NO)
Material Description
Light brown poorly graded gravel
Atterberg Limits
12"
6"
3"
2"
1.5"
1"
.75"
.5"
.375"
#4
#10
#20
#40
#50
#100
#200
100.0
90.7
12.6
2.0
1.0
0.9
0.6
0.5
0.4
0.3
0.2
0.2
0.1
0.1
0.1
0.1
PL= NP LL= NP PI= NP
Coefficients
D90= 151.1133 D85= 143.1320 D60= 115.7757
D50= 107.2511 D30= 91.4256 D15= 78.6910
D10= 73.2124 C 1.58 C 0.99
Classification
USCS= GP AASHTO= A -1 -a
Remarks
Point load tensile strength: 9,553 psi.
(no specification provided)
Location: N 3843116 W 10509106 Date: 2/12/2010
Sample Number: UFM - - Depth: 9773'
AM EC Earth
& Environmental, Inc.
Englewood, CO
Client: Cripple Creek & Victor Gold Mining Company
Project: CC &V CQA Phase 5
Project No: 84201125E0 Figure UFM -2 -R
•
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•
Tested By: TW,MMC
Checked By: JDH