J
. l
HOlE
- --
NO
3ST-65
1. PROJECT
I ..
DEPARTMENT OF THE ARMY
Port Aransas. Corpus Chris ti
WW'HEET
OF
DIVISION
Southwes tern
2. LOCATION
(Coordinates or Station)
INSTALLATION
Galv Dist. Eng Div
i-::=P,:,o=r::,t'.-:::'I::n=g~l::e::s:.l.::.·
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3. DRILLING AGENCY
DRILLING LOG
u.
S. Army Corps of Engineers
4. HOLE NO.
(As shown on drawing title and file No.)
5. NAME OF DRILLER
3ST-65
Smith
6.
DIRECTION OF HOLE
7. THICKNESS OF OVER-
18.
DEPTH DRILLED INTO
19.
TOTAL DEPTH OF HOLE
O
I0
BURDEN
ROCK
VERTICAL
INCLINED
~~~~~~L
WITH
51. 5
10. SIZE AND TYPE OF BIT
11. DATUM FOR ELEVATION SHOWN
112.
MANUFACTURER'S DESIGNATION OF DRILL
(TBM
or
MSL)
Shelbv Tube - 3"
.J3.
TOTAL NO. OF OVERBURDEN SAMPLES TAKEN
114.
TOTAL NO. CORE
15. ELEVATION
116.
DATE HOlE
DISTURBED 3 Jars
UNDISTURBED 1 Cont
I
BOXES
GROUND WATER
I
STARTEt>g Apr
IC'g'''L
Apr
1963
17. ELEVATION TOP OF HOLE
18. TOTAL CORE RECOVERY FOR BORING
("10)
19. SIGNATURE OF INSPECTOR
CLASSIFICATION OF MATERIALS
"10
CORE
BOX OR
REMARKS
ELEVATION
DEPTH
LEGEND
(D
;10/')
RECOV- SAMPLE
(Drilling time, water loss, depth of
escny wn
ERY
NO.
weatbmng, etc.,
if
significant)
0.0
39.5-
Water
-
-
---: --
::
39.5
44.Q
50' rod and 3" ST fell to 44.0
~
-
No resistance
-
=
Dark gray. mucky. clay w/ sand
::
-=
and shell frag. v/soft
Jar 1
~
.C-__. ____...,.,_.. _ ..._ ...._____...___
"-
44.0
46:5.;
Gray sand c1avev hard to 46.0
::
I
-=
Gray sand w/sandstone n£d
:....
-
small to 46.5
Cont. 1
Top 4.0
-
::
Bottom
0.25
::
0-:""
46~
49.0:
Gray sand med w/sandstone
-
::
nod and thin clay seam
Jar 2
;::
-
-
~
49.0
51.5=
Gray sand to sandstone nod
~
::
to 51.0
t
-=
Gray sand silty to 51.5
Jar 3
~
-
~
::
Bottom
t
-=
Water 39.5
~
-
Wind 30-38 MPH
t
::
Tidet1.l@6:20PM
~
-=
Tide fl.3 @ 8:55 PM
~
-
Weight of hammer l40ifo
~
::
Drop Distance - 30"
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ENG FORM
1836
(EM 1110-1-1801)
PREVIOUS EDITION MAY BE USED UNTIL EXHAUSTED.
1 MAR 61
C.
W. Writing
Pt. A. Corpus Chrisit
3ST-65
,PROJECT
HOLE
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