MUL~
NU.
,
3ST-60
DEPARTMENT OF THE ARMY
1. PROJECf
~E
Port Aransas, Corpus Chris ti
EEl
OF
DIVISION
Southwestern
2. LOCATION
(Coordinates
01'
Station)
INSTALLATION
Galv Dist, Eng Div
Aransas Pass, Texas
3. DRILLING AGENCY
DRILLING LOG
u. S. Army Corps of Engineers
, i
4. HOLE NO.
(As shown on drawing title and file No.)
5. NAME OF DRILLER
3ST-60
Smith
6.
DIRECTION OF HOLE
7. THICKNESS OF OVER.
18. DEPTH DRILLED INTO
19. TOTAL DEPTH OF HOLE
D VERTICAL
10
INCLINED
DEGREES WITH
BURDEN
ROCK
VERTICAL
52.• 0
10. SIZE AND TYPE OF BIT
11. DATUM FOR ElEVATION SHOWN
112. MANUFACTURfR'S DESIGNATION OF DRILL
Shelby Tube - 3"
(TBM
or MSL)
13.
TOTAL NO. OF OVERBURDEN SAMPLES TAKEN
14. TOTAL NO. CORE
15.
ELEVATION
16.
DATE HOLE
DISTURBED
3 Jars
UNDISTURBED
6 Cont
l
BOXES
GROUND WATER IITED
I
<°'IT''j,pr 1963
Apr
17. ELEVATION TOP OF HOLE
18. TOTAL CORE RECOVERY FOR BORING (%)
19. SIGNATURE OF INSPECTOR
CLASSIFICATION OF MATERIALS
% CORE
BOX OR
REMARKS
ELEVATION
DEPTH
LEGEND
(Description)
RECOV.
SAMPLE
(Drillin~J~1ne.
wattt"
~oss!
d!pth of
ERY
NO.
weat ermg. etc.•
if
SIgnificant)
0.0
28.0:
-
Water
~
-
---
___• ___
.~
..,.",___
.~,
•• _ ••• ___ ...",•••_M__ ._••••
r-
-
28.0
32.-0:
40'
rod, @ 3" ST, fell to 32.0
I-
l=-
-
No resistance
r-
-
Dark gray, muck,
sandy, w/shel
r-
-=
l=-
. -
med, clay at 32.0
Jar
1
r-
---- ---
--......--=
r-
34.~
32.0
Gray sand,
clayey w/shell and
I
_
..
,".__._---_
..
-
1"--'
-:
lime sandstone nod at 34.0
I-
I=-
-
v/stiff
Cont.
1
3.5
r-
-
r-
-
34~B
37.1:[
Gray sand,
clayey hard
r-
I=-
-
w/limestone nod
Cont.
2
4.0
r-
-
r-
_...
_---_
.•
--
..-
-_
..
-
.
.----.-,-.~.""---
..-
-.--
._--
-_.....
----. __...
_
.....
----
.
I=-
37.0
39.-:5:
Gray sand w/tr clay and shell
r-
-
to 38.0
r-
-
Sand w/sandstone nod and tr
r-
-=
I=-
-
clay to 39.5 hard
Cont. 3
4.0
~
39.5
42.~
Gray sand, w/tr clay and $and-
~
.
-
stone nod, v/stiff
Cont.
4
1//\
2.5
1=
~
42.0
44.S::
Gray sand, w/tr binder and
/
{I-!:.,
S .,/1
'-:
sands tone
n.2.~.,
soft to v/stiff
I--
I=-
i
-
at bottom
-
Cont.
5
Top
0.25
1=
Bottom 2.5
r-
~4.5
-:
I="""
47.0::
Gray and rust sand w/silt
l-
I-
-
and sands tone nOel_,__ s tif
f
Cont.
6
1.0
l-
.
-
-~"'.-
-,
I="""
147.0
49.0::
47.5-48.0
14 blows
l-
I-
-
48.0-48.5
14 blows
-:
Gray clay sandy w/sandstone
I=-
~
=
~o.~
and rusty, sand seam -
Jar
2
-
~
1'>9.0
50.
u.:
~ashed
vl)/,
/'
f?
~
-
.l
,«r'
bo.o
-
~
52.0-
50.4-51.0
19 blows
I:-
'-:
~ray
clay sandy w/sandstone
f-
-
51.0-5~~~
f-
-
r-
-
27 blows
-:
Gray sand med fine
Jar
3
I=-
~
-
~
Bottomed
-
iJater 28.0
f:-
-
~ide
n.5
@ 1:45 PM
~
=
~ide
1.5 @ 6:15 PM
f-
-:
ind 28-32 MPH
~
=
eight of hammer 140#
f-
f-
-=
Drop Distance - 30"
f-
::
'f-
~
..j
-
f-
-=
f-
.
t:-
-
, .
f-
.
f-
-=
f-
::
f-
~
=
f-
,
f-
ENG FORM 1836
(EM
11 IO-J-1801)
PREVIOUS EDITION MAY BE USED UNTIL EXHAUSTED.
I MAR 61
C.
W. Writing
Pt~A.
Corpus.
Chj14~ti
3ST-60
PROJECT''''c' HOLE NO.
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