Hole No
3ST-8
DRILLING LOGi
DI'VISIO!\01
.estern
IP4STALLATION
Galv Dist. Eng Div
1
SHEET
OF
SHEETS
I..,pROJE!:;T
C
h"
WW
~ort
Aransas- orpus C rLstL
10. SIZE AND TYPE OF BIT
2. LOCATION
(Coordlo8te8
ot--Station)
11. DATUM FOR ELEVATION SHOWN
(TBMorMSL)
Tide_t2.0 @ 12:20
PM
3. DRILLING AGENCY
12. MANUFACTURER'S DESIGNATION OF DRILL
U. S. Army Corps of Engineers
4. HOLE NO.
(As shown
on drawinfi
title
I
13. TOTAL NO. OF OVER-
fD1STURBEO
jUNDISTURBED
and file
number)
I
3ST-8
BURDEN SAMPLES TAKEN:
1 Jar
1
4 Cont
5. NAME OF DRILLER
Black
6. DIRECTION OF HOLE
D
VERT.ICAL D1NCL,INED
7. THICKNESS
of
OVERBURDEN
8. DEPTH DRILLED INTO ROCK
9. TOTAL DEPTH OF HOLE
ELEVATION I
DEPTH ILEGEND
a
b
I
c
0.0
37.5=
37.5
42.5..::
42.5
45.ll.::
-,
45.0
47 •
.L
47.5
50.0-
50.0
52.0=
'-
14. TOTAL NUMBER ,CORE BOXES
15. ELEVATION GROUND WATER
ISTARTED
:
29 Apr
16. DATE HOLE
'COMPLETED'
: 29 Apr 1964
DEG. FROM VERT.
17. ELEVATION TOP OF HOLE
16. TOTAL CORE RECOVERY FOR BORING
%
19. SIGNATURE OF INSPECTOR
52.0
REMARKS
CLASSIFICATION OF MATERIALS
(Description)
d
%COREIBOXOR
RECOV~
SAMPLE"
ERY
No.
e
f
(Drilling
tjme,
watsr
.loss,
depth
of
weathering, etc.,
if
significant)
g
Water
Black oily muck sandy clay
v/soft, unable to pickup
in tube had to catch from
next push, weight 5 rods
and tube, no resistance
Green to light brown sandy
clay w/cal nod, hard
Light brown sandy clay w/ca
nod, brickle, v/stiff
Tan silty clay, v/stiff
Tan clay v/brickle, hard
_t
Bottomed
Cont.
1
4.0
Cont. 2
3.75
Cont.
3
3.75
Cont. 4
4.25
ENG FORM
1836
1 APR 63
PREVIOUS 'EDITIONS MAY BE USED
(EM 1110.1-1801)
PROJECT Port
Aransas-Corpus
Christi WW
-HOLE'NO.
--
3ST-8
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DESCRIPTION OF MATERIAL
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SURF.
EL:
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WcNcr VCpl,
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f
7
37,5
«~~
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«~~;.
LOG OF BORING NO, 3'.:;);::
8,
T
die 7'/
,'c',/5' e
/::1,,"
2.0'
/?
,vi
LOCATION:
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POCK!!T.
PeN!TROMETEA
TONS
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0.'
1.0
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2.'
3.0
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LIQUID
LIMIT
CONTlNT. %
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