2020-06-29_PERMIT FILE - M2020007 ‎(3)‎

• Permit No: M2020007
• IBM Index Class Name: Permit File
• Doc Date: 6/29/2020
• Doc Name: Adequacy Review Response #3
• From: Environment, Inc.
• To: DRMS
• Email Name: ECS
• Media Type: D
• Archive: No

-0.03 1 1 1 1 1 1 1 1 1 1 1 1 1 1 15 Fail. Ult.
C, ksf 1.29 0.72
Mill
0.0 deg 18.5 10.5
Tan 0.33 0.19
vi
O c
T -0.01 2 10
ca o
(Q Dilation
c E
� Consol.
N
3
a�
0.01 5
c >
u L
4
0.02
c
O
Qel I
N 0.03 0
0 5.5 11 16.5 22 0 5 10 15
O
Strain, % Normal Stress, ksf
Y
^Q
W
U
U
Cz 6
-a Sample No. 1 2 3 4
0
Water Content, % 13.7 13.7 13.7 13.7
0- 5 Dry Density, pcf 113.8 117.1 113.9 115.4
9 Saturation, % 76.7 84.0 76.9 80.1
Y a Void Ratio 0.4814 0.4394 0.4800 0.4607
Cn
Diameter, in. 2.42 2.42 2.42 2.42
Hei ht, in. 1.03 1.01 1.01 1.00
c LO
c' cn 3 4 Water Content, % 21.5 18.2 19.4 17.5
E o Dry Density, pcf 106.6 111.8 110.6 114.6
o U 2 3 Saturation, % 100.0 96.9 99.9 100.1
N
N Q Void Ratio 0.5806 0.5081 0.5238 0.4710
0 2
L Diameter, in. 2.42 2.42 2.42 2.42
� 1
cU Height, in. 1.10 1.06 1.04 1.01
> 1 Normal Stress, ksf 1.50 3.00 6.00 12.00
o Fail. Stress, ksf 1.78 1.98 3.79 5.13
-3- =1
0 10 20 3o ao Strain, % 1.5 2.5 2.5 4.2
Strain, % Ult. Stress, ksf 0.62 1.54 2.12 2.79
Strain, % 17.8 18.6 18.1 17.4
aa) Strain rate, %/min. 0.01 0.01 0.01 0.01
L
Q) Sample Type: core Client: Deere&Ault
'oL Description: claystone
a- Project: Everist Tunnel Investigation
Cn
o LL= 65 PL= 18 P1= 47
a�
Assumed Specific Gravity= 02.7 Location: TP-305 @ 39.8-40.8'
Q Remarks: Failure tangents drawn at peak shear Depth: 39.8-40.8'
stress and approximately 18%strain. Proj. No.: 108-214.2 Date Sampled: 2/16/09
0
P Kn igh t old
U Fig• CONSU LTING
Tested By: jdb