HOLE
.0
.
3ST-100
DEPARTMENT
OF THE
ARMY
1. PROJECT
Ji
•
•
SHEET
Port Aransas-Corous ChrLstL
i
OF
DIVIIIOIt
SOlltlYi"estern
2. LOCATION
(c ••
rd,,.. ••• or 'UIIOIt)
INSTALLATION
Galv Dist, Eng Div
Aransas Pass, Texas, Sta 415fOO
DR ILLI NG LOG
). ORILLING AGENCY
U. S. Arm" Cnrns of En<>ineers
U' HOLE NO.
(Ae";
ilfc-It O"tn.tiT", ,-ur_
.,.,------r1 I. 110.)
5' HAM[ OF DRILLER
3ST-100
Smith
6'
OIRECTION OF HOLE
l' THICKNESS
lB' DEPTH
19' TOTAL
CJ VERTICAL Tc::J INCLINED
'~~:~~~!L
WITH
OF OVER-
DR I LLED
DEPTH OF
BURDEN
INTO ROCK
HOLE
52.0
10. SIZE 'NO TYPE OF BIT
11. DATUM FOR ELEVATION SHOWN
pz,
MANUFACTURER'S DESIGNATION OF DRILL
Shelb" Tube - 3"
(TBM
Of'
IIfSL)
13' TOTAL NO. OF OVERBURDEN SAMPLES UKEN
-110' TOTAL
r5' ELEV.
116'
A
HOL
6lSTu••
£.
.T,
UNOISTU •• E.
3 r.nnt
I
:~y, ~ORE
GROU'O
plAR~~
I
~·M~~£f
qh1
8 ars
WUER
6 Ma
17. [lEV. TOP OF HOLE
lB' TOTAL CORE RECOVERY FOR
19. SIGNATURE OF INSPECTOR
BORING
(S)
ELEVATION DEPTH LEGEN
CLASSIFICATION OF MATERIALS
r~~~:
I
;~~p~'
(DrHlJlt, tiM •
• .t.,.
I .... tI.",,.
.,
(D••
er
iI"
jon)
ERY
NO,
•••'''ri", ••te .•
U
eJ'ftIlJc...')
0.0
25.0
Water
=
--
i---
-_.
--'--~'-"-----'
'----
I---"~
1----..--.-..--.-...-...-..-..
-~-,.---------.--'- ~
25.0
27.12-
4-10' rods,
&
3" ST
=-
-
No resistance
v!5
o
ff
-
-
Gray muck, sandy
w/tr
clay
-
-
,-
-
and cal nod
Jar 1
~
---
~---
~'-------.-"----'----'----'---"'-".-."'-"---'''''-''-
..
-
~._",_~
".,.,~_.,~o,_
~~",,~
___ , ....
"~_,._
..
"_~
___
,,.,,,~
__.,. ._••__
~_<._,.
27.0
28.0:
Greenish gray sand clayey,
'5C
1=
r-
-=
r-
\i'/cal
nod,
vis
tiff
Jar 2
~
!
,f..1
r=-
---
---
f-______..__.___.._.__•.____.____....._........_..
28.0
29.5 :
No recovery
t=
-.:
Sand
wltr
clay
No sample
I-
l=-
29.5
32.0:
Greenish gray, sand
w/tr
clay
)111
1=
-=
and cal nod, clayey at 32.0
Jar 3
I=-
:
f-
32.0
33.0
:
Gray and
rust sand
w/tr
clay
Jar 4
1=
3~.0
34.0
-
:
Gray sand, no recovery
~
..
~
__
.,_~..".,_"""~_..,,~
....
~,~
____
"~'->C~
"""'~~~A
,,,.,..-~~~.
'X'''_"',~''''-'''<~'~''~<
•..
~"w,
..-. ," •. ',
.~
,'"
i--
34.0
36.0..:
Gray and rust sand clayey
f-
-
hard,
w/some
cal nod, small
Cont. 1
4.51
~
:
f-
36.0
38.0..:
36.5-37.0
13 blows
~
:
37.0-37.5
18 blows
)C
f-
~
-
Gray and rust sand clayey
Jar
5
r-
-=
f-
38.0
~O.O
:
Gray and
rust sand, clayey
r-
~
:
hard
Cont. 2
4.5f
~
--......
-
-_
.....-
___•__________."_____"'___• __
n"_""·~~"_~·_"
.~,~.----,,-- .--.-~~
.-,--,...--,"..
--"-~--~,,- .,,----,~.-,,--,,--~-.~,,~.
-"
~
.-_.--
140.0
~2.0
-
Gray and rust sand
w/tr
clay
-
:
stiff
"cont.
3
.---
.....
1. 75
I=-
~
42.0
144.0 :
42.5-43.0 19 blows
f-
:
43.0-43.5 17 blows
1=
-
Rust and gray sand, fine
wit;:.
I=-
-
clay
J'
,.
t=
ar 6
5J\1
144.0
-
t=
1+7.0-
Same as above, washed
r
I,
I:=-
:
'}tvt
J ('
r-
47.0
9.0 -
47.5-48.0 16 blm-ls
()! 1)<:"'5'"
l-
e-
-::
48.0-48.5 17 blows
~
-
Gray sand, fine and silty
1=
w/shell, frag.
Jar 7
-:
~
~9.0
Same as above, washed
f-
0.0 _
-=
1=
bo.o
2.0-
50.S-5l.0 11 blows
f:-
=
51.0-51.5 16 blows
~
:
Gray sand, fine ",/shell frag
Jar 8
f-
I-
-
-
~
Bottom
I-
=
t=
-=
Weight of hammer 140#
f=-
:
Drop Distance - 30"
r-
Tide
flo
8 @
4.
:00 PH
I-
=
Tide fl.5 @ 7:30 PM
..
~
-::
r
:
I-
L ..
-
.
t::
-
-
EHG FOR'" 1836
(EM
1110-1-1801)
t MAR 61
TRANSLUCENT
PREVIOUS EDITION MAY BE USED
UNTIL. EXHAUSTED.
PtOJ£CT Pt. A;:ansas-CorpuSul.£ 10. 3ST-100
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