2011-09-30_PERMIT FILE - C1980007A ‎(7)‎

• Permit No: C1980007A
• IBM Index Class Name: Permit File
• Doc Date: 9/30/2011
• Doc Name: Laboratory Test Data
• Section_Exhibit Name: Exhibit 82 Appendix B
• Media Type: D
• Archive: Yes

-0.005
s
c
; -0.01
H
CD
C
Y
t -0.015
F-
a
o� 0.02
C
m
r
U
-0.025
-0.03
-0.035 +
0
1
0.9
0.8
0.7
N 0.6
H
N
S 0.5
C5
0.4
t
N
0.3
i
0.2
0.1
0
0
Diameter (In.)
2.51
2.51
2.51
Direct Shear Test
ASTM: D3080
Job No Fage B -41 of7744
Project:
MCC RPE
0.77
Boring No.:
Sample No.
3 Depth:
Test Date: 12/29/2010
' -cation:
Sample Type: Bulk
Date Reported: 1/16/2011
Type:
Lean Clay w /sand (CL)
70.0
Shear Rate
Before Shear
0.0006 (in /min)
Remarks:
Material prepared thru the #40 sieve.
Adjusted to a liquidity index of approximately 1 4.
Thickness (In.)
1 0.49
Specimens then consolidated to incrementally to given pressures before sheared at a constant rate.
Liquid Limit:
43.2
Plastic Limit:
17.0
36.4
27.5
25.7
Plasticity Index
26.2
Dry Density (pcf)
84.8
96.5
Specific Gravity (*):1
2.69
(') = Assumed Specific Gravity
0.005
Failure Criterion:
0.52
1.04
1.57
Max Stress A B C D
0 lk
Shear Stress
Initial A 1 0 1 0 1 X
-0.005
s
c
; -0.01
H
CD
C
Y
t -0.015
F-
a
o� 0.02
C
m
r
U
-0.025
-0.03
-0.035 +
0
1
0.9
0.8
0.7
N 0.6
H
N
S 0.5
C5
0.4
t
N
0.3
i
0.2
0.1
0
0
0.05 0.1 0.15 0.2 0.25 0.3 0.35 Apparent Apparent
0.165 TSF 0.151 TSF
Cohesion Cohesion
5.5
5
or 4.5
4
li
F 3.5
IF N
N
3
Q 2.5
L
2
1.5
1
0.5
0
0.05 0.1 0.15 0.2 0.25 0.3 0.35 0 0.5 1 1.5 2 2.5 3 3.5 4 4.5 5 5.5
Shear Displacement (inch) Normal Stress (TSF)
9301 Bryant Ave South Suite 107 N(LINEERIN(i Bloomington, Minnesota 55420 -3436
ESTiNG_ INC.
Diameter (In.)
2.51
2.51
2.51
Thickness (In.)
0.60
0.74
0.77
Water Content (%)
54.7
54.7
54.7
Dry Density (pcf)
69.3
69.1
70.0
Before Shear
Thickness (In.)
1 0.49
1 0.53
0.55
Water Content M)
36.4
27.5
25.7
Dry Density (pcf)
84.8
96.5
99.2
Normal Stress
0.52
1.04
1.57
Shear Stress
0.37
0.64
0.91
"These tests are for informational purposes only and must be reviewed by a
qualified professional engineer to verify that the test parameters shown are
appropriate for any particular design. "
Peak Conditions
At Given Shear Disp. Of: 0.35
Friction Angle: �= 24.9 deg.
Friction Angle: �= 24.7 deg.
0.05 0.1 0.15 0.2 0.25 0.3 0.35 Apparent Apparent
0.165 TSF 0.151 TSF
Cohesion Cohesion
5.5
5
or 4.5
4
li
F 3.5
IF N
N
3
Q 2.5
L
2
1.5
1
0.5
0
0.05 0.1 0.15 0.2 0.25 0.3 0.35 0 0.5 1 1.5 2 2.5 3 3.5 4 4.5 5 5.5
Shear Displacement (inch) Normal Stress (TSF)
9301 Bryant Ave South Suite 107 N(LINEERIN(i Bloomington, Minnesota 55420 -3436
ESTiNG_ INC.