Hole No.
3ST-46
DRILLING LOG
1.
PROJECT
1
DIVISION
Southwestern
INSTALLATION
Galv Dist, Eng Div
l
SHEET
OF
SHEE TS
to.
SIZE AND TYPE of BIT
Port Aransas-Corpus Christi Waterway
2. LOCATION
(Coordinates
or
Station)
11. DATUM FOR ELEVATiON SHOWN
(TBM
or
M8L)
12. MANUFACTURER'S DESIGNATION OF DRILL
3 . .oRILJ..ING AGENQ'
•
U.
~.
Army
~orps
of Eng1neers
4.' HOLE NO.
(As shown
on
drawinS
title
L
3ST-46
13. TOTAL NO. OF OVER.
lDISTURBED
BURDEN SAMPLES TAKEN I
2 Jars
lUNDISTURBED
,
and
file
number)
I
, 3 Cont
5. NAME OF DRILLER
Black
16.
DIRECTION OF HOLE
14. TOTAL NUMBER CORE BOXES
15. ELEVATION GROUND WATER
16. DATE HOLE
{STARTED
'COMPLETED
o
VERT.ICAL 0 INCLINED
DEG. FROM VERT.
: 7 May
:7 May 1964
17. ELEVATION TOP OF HOLE
7. THICKNESS OF OVERBURDEN
e. DEPTH DRILLED INTo ROCK
9. TOTAL DEPTH OF HOLE
ELEVATION! DEPTH
a
0.0
40.0
43.0
45.5
47.5
49.0
51.5
b
40.0:='
43.0-
45.5::-'
47.5:
49.0-
51.5-
52.0=
LEGEND
c
16. TOTAL CORE RECOVERY FOR BORING
19. SIGNATURE OF INSPECTOR
%
52.0
CLASSI FICA nON OF MATERIALS
(Description)
d
%
COREIBOX OR
RECOV- SAMPLE
ERY
NO.
e
f
Water
Dark
gray sandy clay, v/soft
muck, unable to recover sampl
had
to collect sample from
following run, weight of
5 rods, tube and kelly
No resistance
White sandy clay, w/cal nod
hard
Light tan clayey sand, med
w/cal nod, w/sandstone,
pebbles, v/stiff
Light gray clayey sand w/cal
nod, w/sandstone, w/limestone
gravel, hard
Laminated cemented sand
and clay seams will wash by
spudding, unab
Ie
to make pushe
over 5 foot, numerous pushies
(4) were made to check material
for same , same as below
Calcium
nodules, cemented san
decomposed shell, laminated sand
and clay seams w/clay (small
amount) binder
Bottomed
Water 40.0
Tide
t2.4
@ 7:00 AM
I
REMARKS
(DrH1ing tjme, water
loss,
depth
of
weathering,
etc"
if
significant)
g
Jar 1
Cont. 1
4.25
Cont. 2
3.50
Cont. 3
4.5t
Jar 2
'ENG FORM
1836
1 APR 63
PREVIOUS"EDITIONS MAY BE USED
(EM 1110-1-1801)
PROJECT port Aransas-Corpus IHOLE NO.
hristi Waterway
3ST-46
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