HOLE "0

.

3ST-1l2

1. PROJECT

DEPARTMENT OF THE ARMY

Port Aransas-Corpus Christi \

iJHEET

OF

DIVISIGIt

Southwestern

2. lOC1TlON (co.r.,... '" or S,.'iOlt)

INSTALLATION

Galv Dist, Eng Div

Aransas Pass,

DRILLING

LOG

). DRILLING AGENCY

TT

~

Arm"

r.orn~

of Rn";nppro

u. HOLE NO. (AO',olt_1t 0" dr •• ln,

tit

I •

• ,."

file

N0.)

~.

NAME OF DRILLER

3ST-1l2

Smit:h

6.

DIRECTION OF HOLE

1. TH ICKNESS

r'

DEPTH

9.

TOTAL

c:J YEAT ICAl

c::J

INCLINED

[lml!£IT wmr

OF OVER""

DR I LLED

DEPTH OF

VERT I CAl

BURDEN

INTO ROCK

HOLE

53.0

10.

SIZE AND TYPE OF BIT

11. DATUM FOR ELEVATION SHOWN

liZ.

MANUFACTURER.S DESIGNATION OF DRILL

Shelbv Tube - 3"

(TSJI

or

MSL)

1). TOTAL NO. OF OVERBURDEN SAMPLES TAKEN

... TOTAL

11~'

ELEV.

16.

A

HOL

DISTU'.ED

UNDrITIIIIlfED

?f'nnt

I

:gir~ORE

GROUND

I

S~~'T!~r

bC~.~~~ED,

Qh?

3 Jars

WATER

11. ELEV. TOP OF HOLE

lB. TOTAL CORE RECOVERY FO.

19.

SIGNATURE OF INSPECTOR

BORING

(S)

ELEVATION

DEPTH

LEGEN!

CLASSIFICATION OF MATERIALS

:E~~~

I

~~~p~1

(DrJllln,

Ii,. •••

h,.

I .... tI.",,. .1

(Do.er

iI"

leNt)

ERY

NO,

••• ,,,,,.., •

• te.,

" oJ,,,llle••'>

0.0

..

~~:~:

Water

1---.....

~

'-.-ij'~-

..•...,

..-.-_

..................._

.........................__..-

-.-

1--••.

.•.

----_._._-_._----,---

40.0

43. Q.:

5-10' rods and 3" ST

t:::

:

No resistance

=-

-

.

Dark gray, clay, mucky, v/soft

Jar

1

=

.

'"-::::::

--

f----.------.-....---...:....--..-

_

.....•

_-

.._--

---"---------.---.-~.--.-,.-

..

-.--.--~

..

;:::-

43.0

45.5:

Gray and rust sand, fine w/tr

:

clay and limestone nod

~

s tiff

-

...........

,":'~."

...."'"-

Cont.

1

f-

45.5

-

=

46.0-46.5

f-

~

47.5-

13 blows

f-

-::

46.5-47.0 15 blows

~

Gray and rust sand H/silt seams

I-

:

and sandstone nod

Jar 2

V

Ifl .{ ,.',

s

,f'

~

-----""'-

r-

-

J

47.5 50.0

Gray and rust sand clayey

I-

-

v/stiff, w/some sandstone

~

!!Q.,d

to

49.0

..

"'"'

..

"-~-'''''''''',''''-,,.,

.....

-

I-

-:

4.9.0-50.0 sand H/tr clay

Cont. 2

3.0

I-

~

-

I-

50.0 51. a.:

Hashed, same as below

No sample

l-

-

.

I-

~

51.0

53.0

:::

51.5-52.0

16 bloHS

I-

-:

52.0-52.5 26 blows

r-

=

Gray and brmvu sand w/clay

~

..::.

and silt seams

Jar

3

1=

=

Bottom

l-

f-

=

Hind 4-6 MPH

1=

-::

Tide 12.0 @ 4: 15 PH

r

Tide 2.0 @ 7:00 PH

:

Weight of hammer 140#

~

-

~

-

Drop Distance - 30"

:

~

f-

-

~

:

-