....
,--,'
•
__.n.._,,_•.
~_
~~@iIL
lKW2
'}tole No.
3ST-311
I
DIVISION
..
DRIU1NG LOG
Southwestern
,
1. PROJECT
Sabine Neches Waterway
2.
LOCATION
(Coordinates or Station)
3.
DRILLING AGENCY
Dept of the Armv. GD
4.
HOLE NO.
(As shown on drawing title
and file number)
S.
NAME OF DRILLER
Black
Corps of Engineers
3ST-311
INSTALLATION
=----
Galv Dist. Eng Div
10. SIZE AND TYPE OF BIT
11.
DATUM fOR ELEVATION SHOWN
(TBM.
or
MSL)
12.
MANUFACTURER'S DESIGNATION OF DRILL
13. TOTAL NO. OF OVERBURDEN
SAMPLES TAKEN
14.
TOTAL NUMBER CORE BOXES
1'5. ELEVATION GROUND WATER
: DISTUUED
: 2 Jars
I
SHEET
OF
SHEETS
: UNDISTURBED
: 28 Cont
6.
DIRECTION OF HOLE
: STARTED
: CoMPlETED
o
VERTICAL
0
INCLINED
OeG. fROM VERT.
16.
DATE HOLE
i
11
May
i
11 May 1967
7.
THICKNESS OF OVERBURDEN
B.
DEPTH DRILLED INTO ROCK
17•
ELEVATION TOP
Of
HOLE
lB.
TOTAL CORE RECOVER'y fOR BORING
19.
SIGNATURE OF INSPECTOR
9.
TOTAL DEPTH OF HOLE
60.0
ELEVATION
,
0.0
2.0
4.0
6.0
8.0
10.0
12.0
14.0
16.0
18.0
20.0
22.0
24.0
26.0
28.0
30.0
32.0
34.0
36.9
38.0
40.0
42.0
c. ,,'
DEPTH
b
2.0 -
4.0 =
6.0.....::
8.0 -
10.0-
12.0-
14.0:
16 •.0-
18.0-
20.0:
22.0=
2~.-G-
26.0=
28.0-
30.0=
32.0=
34.0:
36.0:
38.0=
40.0-
42.ir
44.0=
LEGEND
CLASSIFICATION OF MATERIALS
(Des,ription)
d
Brown clayey sand, org.
Brown sandy clay org, stiff
Same as above, stiff
Brown clay w/sand layers,
stiff
Gray and brown sandy clay,
org, med
Gray sandy clay, org, soft
Gray clay, tr sand, medium
Brown and
gray clay, stiff
Same as above, stiff
Brown clay w/cal nods,
v/stiff
Brown clay, v/stiff
Gray sandy clay, v/stiff
Gray sandy clay w/cal nods,
vis
tiff
Same as above, stiff
Brown sand
w/some
clay layers
stiff
Brown clay w/silt and sand
layers
30.0-30.5 No blows
30.5-31.0 6 blows
31.0-31.5 7 blows
31.5-32.0 No count
Gray clay w/silt layers
stiff
Brown clay w/silt layers,
stiff
Same as above, stiff
Same as above, stiff I.
Brown silty clay, medium
Gray and brown
clay w/silt
layers, stiff
continued
% CORE
RECOV.
ERY
•
BOX OR
SAMPLE
NO.
REMARKS
(Drilling time, water loss, depth of
weathering, et,., if signiji,ant)
•
Jar 1
Cont. 1
1.50
Cont. 2
1.50
Cont. 3
1.00
Cont. 4
0.50
Cont. 5
0.25
Cont. 6
0.75
Cont. 7
1.25
Cont. 8
1.50
Cont. 9
2.00
Cont. 10
2.50
Cont. 11
2.25
Cont.
12
2.25
Cont. 13
1.50
Cont. 14
1.50
Jar 2
Cont.
15
1.25
Cont. 16
1.25
Cont.
17
1.50
Cont. 18
1.75
Cont. 19
0.75
Cont. 20
1.25
'"
ENG FORM
1836
1 APR 63
PREVIOUS EDITIONS MAY BE USED
(EM IJJD-J-JBOl)
I<
GPO
un :
OF-712-211S
PROJECT
Sabine Neches
Waterway
I
HOLE
NO.
3ST-311
'"
...
---- ...._.
....... .L.- ....
.LJ.. .. uUUL
UJ
I
DIVISION
INSTALLATION
I
~HEET
DRILtlNG LOG
S~···"
e
t:!01 .. n< 0"
R~a
Div
OF
SHEETS
ti_
...
1. PROJECT
10. SIZE AND TYPE Of BIT
"oh< na
Ma~hao
r.'o"
2. LOCATION
(Coordinates or Station)
11. DATUM FOR ELEVATION SHOWN
(TBM
or
MSL)
12. MANUFACTURER'S DESIGNATION OF DRilL
3. DRILLING AGENCY
.
• UNOISTURBED
13. TOTAL NO. OF OVERBURDEN
r
DISTURBED
•
4. HOLE NO.
(As shown rm drawing tit'e
.
SAMPlES T"KEN
.
!
.
and file number)
..
.
S.
NAME Of DRILLER
14. TOTAL NUMBER CORE BOXES
.
-
1'5. ELEVATION GROUND WATER
6. DIRECTION OF HOLE
jSTARTED
!
COMPLETED
16. DATE HOLE
o VERTICAL
o
INCLINED
om. FROM VERT.
17. ELEVATION TOP OF HOLE
7, THICKNESS Of OVERBURDEN'
18. TOTAL CORE RECOVER'y FOR BORING
.
"I~
8. DEPTH DRILLED INTO ROCK
19. SIGNATURE OF INSPECTOR
9. TOTAL DEPTH Of HOlE
CLASSifiCATION OF MATERIALS
% CORE
BOX OR
REMARKS
ELEVATION
DEPTH
LEGEND
(Description)
RECOV.
SAMPLE
(Drilling lime, waler loss, deplh 0/
ERY
NO.
weathering, tic.,
if
significant)
0
b
,
d
•
f
•
44.0
--
Same as above,
stiff
21
r-
46.0_
Cont.
1.25
r=
-
46.0
48.~
Gray clay w/few silt layers
l-
f--
stiff
Cont.
22
1.25
r-
-
r=
-.
I=-
48.0
50.-e:.
Same as above,
stiff
Cont. 23
1.50
I-
50.0
,=
Gray clay, stiff
Cont.
24
52.0_
1.25
r=
-
f:-
52.0
54.0=
Gray clay, stiff
Cont. 25
1.50
~
54.0
56.-e::
=
Gray clay, stiff
Cont. 26
1.25
f--
r-
~
"=
I-
56.0
58.0_
Gray clay, stiff
Cont. 27
1.25
I=-
r-
-
58.0
60.0::
Gray clay, stiff
Cont. 28
1.50
r-
-
r-
-=
BOTTOMED
f--
-
r=
-
f-
--=
I=-
=
-
r-
~
--=
I=-
=
r-
=
r-
-=
f--
r-
=
r-
--=
I=-
=
r-
:
r=
r-
-=
f--
r-
=
r-
-=
I=-
=
-
~
.
--=
-
f--
~
-
r-
-=
-
=-
--=
-
f:
-
~
-
f:
--=
\
f-
-
r=
-
I-
-
f-
-
r=
-
I
-
-
~
ENG FORM
1836
PROJECT t
aO:Lne
l~ecnes
IHOLE NO.
I APR 63
PREVIOUS EDITIONS MAY BE USED
(EM 1110-1-1801)
Waterway
3ST-311
11"
GPO ItU : 0'-112-:75
,1':-;""
>;~,"
~r
\\
WI;
"Ii-
SWG Form 261(C)
28 Jan 1965
"
PROJECT: 5:,///"
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