Hole No.
3ST-60
6'1'11SION
illIST'ALLATION
ISHEET
I
DRILLING LOG
Southwestern
Galv Dist, Eng Div
OF
SH •• TS
1.
PROJECT
10. SIZE AND TYPE OF BIT
Port Aransas-Corpus Christi Waterway
11. DATUM FOR ELEVATION SHOWN
(TBMorMSL)
2. LOCATION
(Coo:rdinates-
or
Station)
12. MANUFACTURER'S DESIGNATION OF DRILL
3. DRILLING AGENCY
U. S. Army Corps of Engineers
13. TOTAL NO. OF ,OVER.
IOISTURBEO
jUNDISTURBED
4. HOLE NO.
(As shown
on
drawing title
L
1
and file
number)
3ST-60
8URDENSAMPLESTAKENI
T~r
1 4 Cont
5. NAME OF DRILLER
Eck
6. DIRECTION OF HOLE
D
VERTJCAL
D
INCLINED
7. THICKNESS OF OVERBURDEN
8. DEPTH DRILLED INTO ROCK
9. TOTAL DEPTH OF HOLE
ELEVATION I
DEPTH
a
b
0.0
4J!.0
43.0
45.0
46.0.
48.0
50.0
411.0 -
43.0 -
45.0 -
46.0 -
48.0 =
50.0=
52.0=
LEGEND
c
DEGo FROM VERT.
52.0
14. TOTAL NUMSER CORE BOXES
15. ELEVATION GROUND WATER
16. DATE HOLE
{STARTED
:
11 May
17. ELEVATION TOP OF HOLE
Ie, TOTAL CORE RECOVERY FOR BORING
19. SIGNATURI:: OF INSPECTOR
'COMPLETED
, 11 May 1964
%
CLASSIFICATION OF MATERIALS
%
CORE IBOX OR
RECOV- SAMPLE
REMARKS
(Description)
d
Water
41.0-42.0 Black oily re-
deposited material
42.0-43.0 Dark tan sandy
clay w/redeposited
material
43.0-44.5 Medium grained
sand w/clay particles
44.5-45.0 Medium grained
sand, stiff
Washed, same as above
Light tan and gray clay
\~/sand
streaks, hard
Light tan clay w/sand
strea~s
and cal nod on bottom, hare
50.0-51.5
sand,
51.5-52.0
grained
Bottomed
Medium grained
w/clay binder
Dark gray, v/finE
sand, soft
Tide
12.3
@ 3:00 PM
ERY
NO.
e
f
(Drillin~
time, water loss, depth of
weatherin~,
etc"
if
sj~nifjcant)
g
Jar
1
Cont.
1
1.0
No sample
Cont. 2
4.5f
Cont. 3
4.0
Cont. 4
0.25
ENG FORM 1836
PREV10US'ED1TIONS MAY BE USED
(EM 1110-1-1801)
,
APR 63
PROJEc"d'ort Aratlsas-corpu
Christi Waterway
I
HOLE
NO.
3ST-60
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DESCRIPTION OF MATERIAL.
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PLASTIC
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