Hole No.
3ST-51
DRILLING LOG
Il'lSTALLATION
I
DIVISION
Southwestern
Galv Dist. Eng Div
I
SHEET
OF
SHEETS
1. pROJECT
Port Aransas-Corpus Christi Waterway
10. SIZE AND TYPE OF BIT
11. DATUM FOR ELEVATION SHOWN
(TBM
or
MSL)
2. LOCATION
(Coordinates-
or
Station)
3. DRILLING AGENCY
12. MANUFACTURER'S DESIGNATION OF DRILL
U. S. Army Corps of Engineers
4. HOLE NO. (As
shown
on
drawing title
I
1'-' BURDEN SAMPLES TAKEN:
1 Jar
4 Cont
and
(He numbet)
1
1.~'l'_
r:;,
1
5. NAME OF DRILLER
14. TOTAL NUMBER CORE BOXES
Eck
15. ELEVATION GROUND WATER
6. DIRECTION OF HOLE
ISTARTED
'COMPLETED
16. DATE HOLE
:
11 May
: 11 May 1964
D VERT.ICAL 0 INCLINED
DEG. FROM VERT.
7. THICKNESS OF OVERBURDEN
e.
DEPTH DRILLED INTO ROCK
9. ToTAL DEPTH OF HOLE
ELEVATION I DEPTH ILEGEND
a
b
c
0.0
40.0
40.0
44.0
=
-I
44.0 46.0
-I
46.0
48.0
48.0
50.0
=
50.0 52.0 -
17. ELEVATION TOP OF HOLE
18. TOTAL CORE RECOVERY FOR BORING
%
19.
SIGNATURE OF INSPECTOR
52.0
CLASSI FICATION OF MATERIALS
(Description)
d
%CORE
I
BOX OR
RECOV. SAMPLE
ERY
NO.
e
f
Water
Black oily redeposited
material w/tan, v/fine
grain~d
sand, fell under weight of
5 drill rods, 3" ST and Kelll\r
Light tan clay w/sand layers
vis
tiff
Light tan clay w/sand layers
cemented sandstone and cal
nods on bottom, hard
Same as above,
vis
tiff
Same as above, hard
Bottomed
Tide
12.0
@ 6:00 o:8M
REMARKS
(Drillin~
time, water loss, depth
of
weathering, etc.,
if significant)
g
Jar
1
Cont.
1
3.25
Cont. 2
4.51
Cont. 3
3.25
Cont. 4
4.51
ENG, FORM.
1836
PREVIOUS-EDITIONS MAY BE USED
(EMll10.1.1BOl)
1
APR 63
PROJECT
Port Aransas-Corpus
'IHOLE NO.
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TYPE:
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LOCATION:
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DESCRIPTION OF MATERIAL
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LIMIT
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