Hole No
3ST-9
DRILLING LOG
I~"VISION
II'tSTALLATlON
ISHEET
SLern
Galv Dist, Eng Div
OF
SHEETS
I.po"t'tE~tansas-Corpus
Christi Waterway
10. SIZE AND TYPE OF BIT
2. LOCATION
(Coordinates
or
Station)
11. DATUM FOR ELEVATION SHOWN
(TBM
or
MSL)
Tide 11.9 @ 9:10 AM
3. DRILLING AGENCY
12. MANUFACTURER'S DESIGNATION OF DRILL
U.
S. Army Corps of Engineers
4. HOLE NO.
(As shown
on
drawinS title
I
13. TOTAL NO. OF OVER-
IDISTURBED
lUNDISTURBED
Bnd file
number)
:
3ST-9
BURDEN SAMPLES TAKEN:
1 Jar
: 5 Cont
S. NAME OF DRILLER
14. TOTAL NUMBER CORE BOXES
Black
15. ELEVATION GROUND WATER
6. DIRECTION OF HOLE
ISTARTED
'COMPLETED
16. DATE HOLE
,
29 Apr
,
29 Apr 1964
D VERT.ICAL
o
lNCL,lNED
DEG. FROM VERT.
,
,
17. ELEVATION TOP OF HOLE
7. THICKNESS OF OVERBURDEN
-
18. TOTAL CORE RECOVERY FOR BORING
%
e.
DEPTH DRILLED INTO ROCK
19. SIGNATURE OF INSPECTOR
9. TOTAL DEPTH OF HOLE
52.0
CLASSIFICATION OF MATERIALS
%CORE BOX OR
REMARKS
ELEVATION
DEPTH
LEGEND
(Description)
RECOV- SAMPLE
(Drilling
time, water"loss, depth
of
ERY
NO,
weathering, etc., if significant)
a
b
c
d
-
e
f
g
,
0.0
40.5
=
-
Water
=
-
-
40.5
42.0:::
Black oily sandy clay
~
muck v/soft
Jar
1
42.0
-
-
Gray to brown sandy clay
-
44.0-
=
=
w/cal nod, v/stiff
Cont. 1
3.50
44.0
46.0-
Light brown sandy clay
~
=
-
w
/ cal nod, hard
Cont.
2
4.5f
~
=
f--
46.0
48.0-
Tan sandy clay,
cal nod
I---
f-
=
hard
Cont. 3
4.0
~
-
,f-
,
'
48.0
50.0=
Tan sandy clay w/cal nod
~
=
brickle, hard
Cont.
4
4.51
l=
-
f--
50.0
cc-
Tan sandy clay w/cal nod
I--
52.0-
f--
=
and' sandstone gravel
~
-
Top v/hard
Cont. 5
Top
4.5f
f--
-=
Bottom v/stiff
Bottom
2.0
!=--
=
Bottomed
~
-=
I=-
-
=
=
-
-=
-
=-
~
-
~
-
I--
:
~
=
I-
--=
-
=
-
~
-=-
=--
-
~
=
~
-=-
-
-
~
-
-
-
=
I:::
~
I=-
~
=
-
f--
~
-
,
~
,
-
--=
I-
!=--
=
~
--=
I=-
-
I-
=
~
--=
I--
-
I-
~
,
--=
.
~
=
I:::
f-
-
I-
'ENG FORM
1836
PROJECT
Port Aran .......
L'O
...................... ""
u ...... '"
~.,..
PREVIOUS "EDITIONS MAY BE USED
(EM 1110-1-1801)
1 APR 63
Christi WatE
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