Hole No.
3ST-22
DRILLING LOG
DiVISION
II>tSTALLATION
I
SHEET
Southw..__ern
Galv Dist, Eng-
"
OF
SHEETS
1, PROJECT
10. SIZE' AND TYPE OF BIT
Port Aransas-COrpus Christi Waterwav
'," DATUM FOR ELEVATION SHOWN
(TBM
or
MSL)
2. LOCATION
(Coordinates or-Station)
12.. MANUFACTURER'S DESIGNATION OF DRILL
,. QI'IL'-'NG AGENCX
U.
~.
Army
~orps
of Engineers
4. HOLE: NQ.
(As shown
on
dr8win~
title
I
..and-
tHe. number)
3ST-22
13. TOTAL NO. OF OVER-
i01STURBED
BURDEN SAMPLES TAKEN!
5 Jars
lUND1STURBED
: 2 Cont
5. NAME OF DRILLER
Black
6. DlRECTION
of
HOLE
D.VERTJCAL 0
INCLINED
'"
THICKN~SS
oF' OVERBURDEN
e..
DEPTH qRIl.l.ED INTO ROCK
9. TOTAL,.. DEPTH OF HOLE
ELEVATION 1 DEPTH ILEGEND
a
I
b
c
0.0
35.0=
35.0
36.0-
36.0
38.0-
38.0
I
40.0-
-I
40.0
I
42.JC
42.0
44.0-
44.0
I
46.0=
46.0
I
48.0-
48.0
I
50.0-
50.0
I
52.lL
DEG. FROM VERT.
52.0
14. TOTAL NUMBER CORE BOXES
IS. ELEVATION GROUND WATER
16. DATE HOLE
,
ISTARTED
• 1 Mav
17. ELEVATION TOP OF HOLE
la. TOTAL CORE RECOVERY FOR BORING
19. SIGNATURE OF INSPECTOR
:COMPLETED
1
May
1964
%
REMARKS
CLASSIFICATION OF MATERIALS
(Description)
d
% COREl BOX OR
RECOV~
SAMPLE
ERY
No.
e
f
(Drilling time, water loss, depth of
weathering,
etc"
if
significant)
9
Water
No recovery, same as below
Dark
gray and black clay
v/soft, wet
Dark gray silt w/fine sand.,
and shell
Gray fine sand w/shell
and small amount of clay
Same as above
Fine small gravel
Small gravel cemented wlsand
and clay, hard
No recovery, same as above
Small gravel w/sandstone
cal nod, held together
w/clay and sand, hard
Bottomed
The
fact that there were no
drive test has been noted
an,
called to the Driller's atte
Jar
Jar
Jar
Jar
Jar
Cont.
Cont.
tion.
1
2
3
4
5
1
2
4.51
4.51
ENG FORM
1836
1 APR 63
PREVIOUS'EDITIONS MAY BE US EO
(EM
1110~1~1801)
PROJECT
Port Aransas-Corpus
Chris
tiWatet"I\T~Y
.._..
IHOLE NO.
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