LOG OF BORING

FUGRO SOUTH INC. Gulf Coast Testmg

PROJECT:

Bolivar

Peninsula Shoreline Protection

Rollover Pass, Texas

PRO~IECT

NO.

16-990144

BORING NO.

8-20

CLIENT:

Shiner, Moseley

&

Associates, Inc.

DATE

9/2/99

Corpus Christi, Texas

ELEV.

SHEET

1

of

1

FIELD DATA

LASORATORY DATA

DRILLING METHOD (S) :

ATIERBERG

Mud Rotary 3' to 25'.

Z

0

LIMITS %)

~

w

~

GROUNDWATER INFORMATION:

_z

l-

x

a::

w

>-Cl

Z

W

~

::>

>

a::-

W

0

U)

Groundwater encountered at 3'.

W

wU)

l-

t::

~

U)

iii

>w

z

t::

:E

z

w~

00

~

I-

W

&

a::~

0

....

tttlrl~

0

:E

::;

~1.1;

;:::

i=

0-0

0

0

o

::;

o

U

N

i=

iiiB

U)J:U-

I-

CJU)

CD

ingoa::;t

W

0

i=

i=

U)

0

:::E

!:!::.

U)

a::

ffiiii

U)I-O

ziii

W

;;:in!!?~~

::>

:5

en

en

wO

en

w

~~

z

>-

::5

::5

a::

z

-

a::

en

J:

....

I-

0

o~

en

I-

0-

ozz~lll::

en

::;

0-

0-

O-w(/)

::>

u-::>

::>

....

0-

:::E

ffigga::

u

>-::>

:Ea::

z

....

Zo

is

is

a::0

ol-g

~

z

w

«

...... wO

00-

~

(/)

0

(/)

ZO-I-o-a::

:::E

LL PL

PI

00-

U(/)

u~

DESCRIPTION OF STRATUM

N=8

21

Fine sand, brown, moist, loose.

..

N=11

21

Same as above, medium dense.

..

~r

N=10

21

Same as above, w/shell fragments

t

5.~

N=6

24

Fine sand, w/clay and shell fragments, brown, moist, loose.

N=3

21

,X

N=1

24

Same as above, dark gray, very loose.

X

~

N=1

34

56

Sandy clay, dark gray, very moist, very soft.

'" 1a .,x

N=2

36

Same as above.

~15.

X

-

-

- -

f- -

I- - I- -