LOG OF BORING
FUGRO SOUTH INC. Gulf Coast Testing
PROJECT:
Bolivar Peninsula Shoreline Protection
Rollover Pass, Texas
PROJECT NO.
16-990144
BORING NO.
8-21
CLIENT:
Shiner, Moseley & Associates, Inc.
DATE
9/2/99
Corpus Christi, Texas
ELEV.
SHEET
1
of
1
FIELD DATA
LABORATORY DATA
DRILLING METHOD (S) :
ATIERBERG
Mud Rotary 4.5' to 10'.
Z
a
LIMITS %)
i=
w
~
GROUNDWATER INFORMATION:
«
>:~
l-
x
a::
w
Z
w
~
::J
>
Groundwater encountered at 3.5' and boring caved at 8.5' upon
a::-
w
Cl
en
w
wen
!::
~
>w
I-
Z
en
Vi
completion of drilling operations.
Z
!::
~
w-
0°
~
I-
W
«
a::~
a
....I
I-tl-~~
0
~
:::;
~u.,
~
i=
a
U
:::;
a::
ll.o
0
U U
_::J
enJ:u"
l-
N
lXl
t='
LLOLLa::-'
UJ
o
F
F
enU
cn
Clen
~
!:!::.
0
v.J
cncnOI-« a::
~cn
cnl-O
~cn
~ ~cn~Z5
::J
5
en
en
wClen
w
zCl
Z
>-
J:
I-
0
:5
:5
Cl~
a:: z-
a::
en
Q..
ozz~:.::
Q..wen
::J
-z
en
I-
en
:::;
0.
0.
LL::J
::J
....I
0.
~ ~~~a::u
6
>-::J
~a::z
-'
Zo
z
6
w
« ......
wo
a:: a
01-0
«
00.
~
en
Cl
so
ZQ..I-Q.a::
~
LL
PL PI
ClQ.
oent:
LL
u~
DESCRIPTION OF STRATUM
...
.x
N=9
11
Fine sand, brown, loose.
N=11
15
5
Same as above, w/shell fragments, medium dense.
..