2006-05-31_REVISION - M1978056 ‎(9)‎

• Permit No: M1978056
• IBM Index Class Name: REVISION
• Doc Date: 5/31/2006
• Doc Name: Ex L-Recl Cost
• From: Varra
• To: DMG
• Type & Sequence: TR2
• Email Name: CBM
• Media Type: D
• Archive: No

6.0
4.0
ai0.0
5.0
4.0
3.0
2.0
LL
Y
M
&1.0
m
rc
Moo
LL
V2.0
W
F-
W
W
it
0 0.1 0.2 0.3 0.4
HORIZONTAL DEFORMATION (IN.)
•
f.
: •F Q
f /C
% f
0.0 1.0 2.0 3.0 4.0 5.0
NORMAL STRESS (KSF)

D

i Moisture Dry
Sample Boring Depth ` Content (%) Density;
No. No. (FT) ; Before After (PCF)
......._...
S 1 g B4 14' 11.1 15.7 119
2 g B-4 14
...:. 11.1 15.5
._ ......_.._........_.... _.._.._..... 119
s....-._.__-_ _..._.

3
A t
B-4
14
11.1 14.5
119
._
_
i ....
f .

f
LL, %: NL PI, %: NP -200: NM
Thickness (in): 1.0 Diameter (in): 1.935
Strain Rate (in/min): 0.0063
_...___..,...._._ ............... _.__._.._._____.
Peak _.._.___....__...._.._._,
' Residual
Normal Shear Shear
Sample Stress Stress Stress
No. (KSF) ;(KSF) B (KSF) O
.._ _

1 1.5
2.11 I
i 1.22
... .... 2.5. 3.48 _.
. . i........ _4 t
3 3.5 4.41
t 3.48
Peak ? (DEG): 49 ........... ..
Residual ? (DEG): 44__..._....._..
Peak C (PSF): 450
Residual C (PSF): ?._. __..._..... _
Sample Description: w SAND, SL.SILTY, _MOIST, BROWN
Sample Type: BULK
Remarks:
Direct Shear Test Results
CTL[T PROJECT NO. FC03746-125
FIGURE 4