;,.-'
,.l_
f
HOLE MO. 3ST-21
1. PROJECT
.....,
DEPARTMENT OF THE
ARMY
DIYISIOIt Southwestern
Viola Channel
SHEeT
1
OF
2. LOCAl ION
(COO,. ,na ..
0.;, S
at Jon)
--I
INSTALLATION Galveston District;
Sta 1561150 148', N <L
DRILLING LOG
3' DRILLING AGENCY
U. S. Army Corps of Engineers
1l. HOLE NO.
(Aa
all_,,-onif"'''liijrTrT.--'''-'Ha 11
0
.)
S. NAME OF DRI LLER
3ST-21
Smith
6.
DIRECTION OF HOLE
7. THICKHESS
T'
DEPTH
1
9,
TOTAL
•
W
~Er
D
VERTICAL
c::J INCLINED
VERTICAl
BURDEN
DR I LLED
INTO ROCK
DEPTH OF
49
0
I:
HOLE
•
10.
SIZE AND TYPE OF BIT
111.
DATUM FOR ELEVATION SHOWN
112'
(TBM
Of'
MSLJ
MANUFACTURER'S DESIGNATION OF DRILL
13' TOTAL NO. OF OVERBURDEN SAMPLES TAKEH
10. TOTAL
15' ELEV.
16.
OAT
HaL
o
S UR.EO
UN
NO. CORE
GROUND
~AATEoI>
COMI'U:TEll,oan
62
BOXES
WATER
;::u "an
;::u "
17. ELEV. TOP OF HOLE
ELEVATIOHI
DEPTH ILEGEH
0.0 12.5
2.5
5.0
7.5
10.0
12.5
15,0
1'7.5
20.0
22.5
24.5
27.0
30.0
32.5
35.0
37.5
41.5
44.0
'46.0
47.0
,->{,l' .
5.0_
.5 :
10, a:
12,5:
15.a:
17.5.:
20.0-
22 •
.,2:
24,5=
27.~
30.a:
32,5.::
35.0:
37.5.:
41 •.5:
411 •
.II
46.G-~
47.0:
4910:
lB' TOTAL CORE RECOVERY FOR
BORING
("J
19. SIGNATURE OF INSPECTOR
CLASSIFICATlqN
QF
MATERIALS
RECOV SAMPL
(DrJJlJn4
tJIIIe, ... te,. 'INa.
d."tlt
01
I
'
COR, BOX
O~
REMARKS
(D..crJptJo"J
ERY
MO'
....
"~ri"G
•
• tc ••
JI
.j,"JlJe.nt]1
Gray sandy clay medium:-..
Cont #1
n ••
50
Silty sand very soft clay
I
Cont
#2
Silty clayey sand w!broke
shell particles
I
Jar #1
Silty clayey sand w!shell
particles
I
Jar
#2
Silty clayey sand w!shell
particles
I
Cont #3
Wash, same as above
I
No sample
Stiff green sandy clay,
w/gray silty sand seams
Stiff green sandy clay
Same as below
23.0-23.5 12 blows
23.5-24.0 14 blows
gray
silty~nd,
some smal
gravel & clayey sand
Clayey sand gray, green
thin layers of silty sand
stiff
Wash,same as above
Layers of bnDwu & gray
silty sand &gray & brown
sandy
clay w!cal nod.
~ash.
same as above
Same as above
Same as above w!sandstone
nodules
Wash, same as above
Hard packed gray silty
sand w!small gravel
47.5-48.0 14 blows
48.0-48.5 19 blows
from
as above wjsma&l:egravel
brown
&
gray :sandy. 9lay a
47.5
cont
#4
Cont #5
No sample