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

-0.06 1 1 1 1 1 1 1 1 1 1 1 1 1 15 Fail. Ult.
C, ksf 0.57 0.44
-0.04 , deg 24.6 22.7
Tan 0.46 0.42
C
-0.02 10
O
C6 Dilation
E w
0 0 Y
N
rn
Consol. N
N 2
U +`� Un)
.a 0.02 3 5
' u-
0.04 4
0.
0-
0.06 1 IT 0
0 5.5 11 16.5 22 0 5 10 15
Strain, % Normal Stress, ksf
9 Sample No. 1 2 3 4
Water Content, % 10.3 12.4 13.7 12.6
7'5 Dry Density, pcf 110.1 110.3 103.5 104.0
S2 Saturation, % 52.5 63.7 59.0 54.6
6 Void Ratio 0.5313 0.5275 0.6288 0.6213
Y 4 Diameter, in. 2.42 2.42 2.42 2.42
Height, in. 1.00 1.00 1.00 1.00
,-6 4.5 Water Content, % 5.6 16.4 18.6 16.9
Dry Density, pcf 107.1 116.9 112.1 115.7
U) 3 3 can) Saturation, % 26.3 100.0 100.0 100.0
Q Void Ratio 0.5742 0.4419 0.5034 0.4564
Diameter, in. 2.42 2.42 2.42 2.42
1.5 1 Hei 'ht, in. 1.03 0.94 0.92 0.90
2
Normal Stress, ksf 1.50 3.00 6.00 12.00
0 Fail. Stress, ksf 1.68 1.10 3.85 5.95
0 10 20 30 40 Strain, % 10.2 10.0 10.2 10.4
Strain, % Ult. Stress, ksf 1.42 1.12 3.20 5.42
Strain, % 19.9 19.9 20.0 19.9
Strain rate, %/min. 0.05 0.05 0.05 0.05
Sample Type: Core Client: Deere&Ault
Description: lean clay
Project: Everist Tunnel Investigation
LL= 46 PL= 15 P1= 31
Assumed Specific Gravity= 2.7 Location: TH-308
Remarks: Failure tangents drawn at approximately Depth: 35-39.7'
10% strain and 20%strain. Proj. No.: 108-214.2 Date Sampled: 1/30/09
Knight Piesold
Fig. CONSU LTING
Tested By: jdb Checked By: spb