PERMFILE41021

• Permit No: C1981018
• IBM Index Class Name: Permit File
• Doc Date: 10/13/2004
• Doc Name: Refuse Data and Slope Stability Analysies -Revised 2004
• Section_Exhibit Name: Illustration 42B
• Media Type: D
• Archive: No

DIRECT SHEAR TEST REPORT
30
25
m 20
6
N
(A
W
~ t5
N
4~
W
w 10
5
0.0 0.1 0.2 0.3 0.~
HORZ. DEFORMATION, in
lU 1S ZU ZS 30 35 40
NORMAL STRESS, psi
Symhol p p^ p p
Test No. o o " a a
0
02
. Sample Na.
Shope Circular Circular Circulor Circulor
0
04 ~~ ' _ ... Dimension, in 2.5 2.5 ,2.5 2.5
. Area, irY~2 4.9087 4.9087 4:9087 4.9087
~
'' ~ Height, in 1 1 :.1 1
z 0.06
_______..._;.___...__...~_. _ .. ............._........_.
'
~ °
-
c
Water Content, 2
33.21
0.00
0.00
0.00
Dry Oensi ty, pcf 71.679 0 _, 0 0

0 0.08 j_ _
----._.~..__--..... _._..._.__.--- " Saturn tian, % 135.02 0.00 0.00 0.00
w Void Rollo 0.3935 0 - 0 0
~ Consol. Height, in 0.95837 0.91295 0.9388 0.93696
~ 0.10 -~ ---=-----_---------- Consol. Void Ratio 0.33549 0 -'0 0
Water Content, ~ 18.82 0.00 0.00 0.00
0
12 ._..._._...._...~.__._._...._......__.. _.__..., ..._ ............. ~ Dry Density. pcf 75.416 0 -'0 0
. Saturation, R 92.80 0.00 0.00 0.00
Void Ratio 0.32445 0 . 0 0
14
0 '
. Normal Stress, psi 3.1275 7.1787 1A
.226 28.475
0 .0 0.1 0.2 0.3 0.
DEFORMATION
HORZ
i 4 Max. Shear Stress, psi 4.6722 9.2306 16.215 22.278
.
,
n
Ult. Shear Stress, psi
4.6612
9.2306
16.275
22.278
Time to Failure, min 210 223 225 225.86
Project: 81ue Mtn. Energy, Rangely Oisp. Rate, in/min 0.0014 0.0014 0:0014 0.0014
Location: Refuse Pile #2,3,4 Specific Gravity 1.60 0.00 0.00 0.00
Project No.: 90875-CJ Liquid Limit 0 0 .0 0
Boring No.: 2 Plastic Limil 0 0 0 0
Sample Type: Remolded Plasticity Index 0 0 -:0 0
Description: Remolded, Coal Refuse ".
Remarks: Multi-Stage Testing, Step 1
W¢d. 11 -AUG-2004 14:55:07