Four Corner - Texas Water Development Board

Project Name: W. Airport
Boring No.: 8-11
Groundwater during drilling: none
aev.
DEPTH.
SOIL SYMBOLS
SAMPLER SYMBOLS
LOG OF SOIL BORING
Date: 07-23-96
SOIL DESCRIPTION
Northing: 4206205.301 m
Easting: 928243.323 m
Project No. 95-184G-OO
Elevation: 26.09 m
Station: 1 + 142.45 m
Offset: 9.619 m L
w >-
~!;:; ~ E SHEAR STRENGTH. kPa
~~ as:: • • "' •
~;; Q ~ 50 1 00 150 200
~~
METERS AND FIELD TEST DATA
'i< g 0 MOISTURE 0 CONTENT. %
~----~--------------t-----------------------------~--~r--r--~~STICUMIT ~ UQUIDUMIT
10 20 30 40 50 60 70 BO 90
l6 _,-a
-
r
%
~
lS- r-1 r
r-2
~
H-
c
u- ~l
r
~
?J
~
ll+· 92
L
0
21 l
I
~
}
'+ ~
l_
191
L.
'"1
1
Shear Types:
I I-s
I
-···························••···············•········
Very stiff dark gray CLAY
w/ roots to 0.610 m
gray and brown w/ calcareous nodules and
ferrous deposits at 1.524 m
Very stiff light gray and brownish yellow
SANDY CLAY
w/ sand layer at 3.962 m
......... ····················· ....
Stiff to very stiff reddish brown and light
gray CLAY
• =Hand Penet. • = Torvane ... = Unconf. Comp.
...
1730
I
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Lli.
.
•
'
+
•
•
I
,.... '
I i /1
I
I I/ I
...... [
• I
• = UU Triaxial
I
See Appendix C for boring location.
HVJ ASSOCIATES, INC.
Plate C-3