2022-04-04_PERMIT FILE - M2022013 ‎(12)‎

• Permit No: M2022013
• IBM Index Class Name: Permit File
• Doc Date: 4/4/2022
• Doc Name Note: Exhibit S - Slope Stability Analyses
• Doc Name: Application
• From: Varra Companies, Inc.
• To: DRMS
• Email Name: RDZ
• Email Name: MAC
• Media Type: D
• Archive: No

b
6000
--
F-
i
�wa
�C 4000 CU
N {
in
T -
,. _FaLL
tlw _ Ult.
psi 136 47
a ~- 0,deg. 45.1 . .. 45.3
o _- - _ ,_ _ Tan ) ._. 1.00 1.01
y 0 2000 4000 6000 8000 10000 12000
0
N Normal Stress, psf
n.
m
U
tC 6000
_0 _ _ Specimen No. 1 2 3
o - - - -
w _ -_ ._ Water Content,% 4.0 4.0 4.0 p
a 5000
Dry Density, pcf 110.0 110.0 110.0
Saturation, % 20.3 20.3 20.3 I
Y a000 3 Void Ratio 0.5323 0.5323 0.5323
a _ -- _- _- - _ Side Length, in. 12.00 12.00 12.00
Height, in. 5.00 5.00 5.00
Eb
3000 _ Water Content,% 4.0 4.0 4.0
_________ - i
F
_. __-___ ___ Dry Density, pcf I10.0 110.0 110.0
o � 2 Saturation,% 20.3 20.3 20.3
U, 2000
J-- __:_: - _ _ a Void Ratio 0.5323 0.5323 0.53230 - - -
a
Side Length, in. 12.00 12.00 12.00
loo0 1 Height, in. 5.00 5.00 5.00
- - - _ Normal Stress, psf 1000 2000 4000
0 - +- -- Fail. Stress, psf 1114 2187 4142
0 5 10 15 20 Strain,% 3.9 13.6 17.9
Strain,% Ult. Stress, psf 1002 2145 4055
Strain,% 14.9 15.0 14.9
m Strain rate, in./min. 0.02 0.02 0.02
� Sample Type: remolded Client:WesTest
p Description:
y SAND,gravelly Project:WesTest#4405
o Location:Combination of Borings 4,5&12
a�
Assumed Specific Gravity_2.7 Sample Number:44053
0- Remarks:Remolding criteria provided by client.
Failure tangents drawn at peak shear stress and
c g p Proj. No.:DVI088-198/04 Date Sampled: 2/19/15
0 15%strain.Test was not inundated. Kn
igh t phe-S o Ild
Lj Figure C +r) NStJLTING
i
Tested By: DAB Checked By:JDB