I
DIVISION
Southwestern
Hole No.
3ST-19
DRILLING LOG
II>tSTALLATION
Galv Dist, Eng Div
I
SHEET
OF
SHEETS
1.
PROJECT
10. SIZE AND TYPE OF BIT
Neches River - Channel to Evadale
2. LOCATION
(CoordInates-
or Station)
11. DATUM FOR ELEVATION SHOWN
(TBM
or
MSL)
3. DRILLING AGENCY
12. MANUFACTURER'S DESIGNATION OF DRILL
U. S. Army Corps of Engineers
4. HOLE NO.
(As shown
on
dtawin~
title
I
and fi Ie
number)
5. NAME OF DRILLER
Curtis
6. DIRECTION OF HOLE
o
VERT.leAL DINCL,INED
7. THICKNESS OF OVERBURDEN
e.
DEPTH DRILLED INTO ROCK
9. TOTAL DEPTH OF HOLE
3ST-19
DEG. FROM VERT.
30.0
13. TOTAL NO. OF OVER-
TDISTURBED
BURDEN SAMPLES TAKEN:
7 Jars
14. TOTAL NUMBER CORE BOXES
15. ELEVATION GROUND WATER
16. DATE HOLE
ISTARTED
: 4 Mar
17. ELEVATION TOP OF HOLE
18.
TOTAL CORE RECOVERY FOR 80RING
19.
SIGNATURE OF INSPECTOR
,
IUNDISTURBED
'COMPLETED
:4 Mar 1966
%
REMARKS
ELEVATION I DEPTH LEGEND
a
b
c
CLASSI FICA TlON OF MATERIALS
(Description)
d
%COREI80X OR
RECOV- SAMPLE
ERY
NO.
e
f
(Drilling
time, water .loss. depth
of
weathering.
etc., if Significant)
g
0.0
400
6.5
8.5
12.0
14.0
17.0
20.0
24.5
26.0
26.5
28.0
~'iC~
J
4.0 -
6.5
---=-
8.5 =
12.0=
14.0 -
17.0 -
20.0
=-
24.5=
26.0=
26.5_
28.0 -
30.0 =
River band
Water
Tan
sand, fine
6.5-7.0 no count
7.0-7.5 3 blows
7.5-8.0 3 blows
8.0-8.5 no count
Same as below, washed sample
Gray
sand,
12.0-12.5
12.5-13.0
13.0-13.5
medium
no count
5 blows
ito.
blows
Same as ab ove, washed
Gray
sand, medium, decayed
wood
17
.0-17~·5
17.5-18.0
18.0-18.5
no count
4 blows
4 blows
Gray
sand, trace of gravel
and clay layers, washed
samp~e
Gray sand,
24.1>-25.0
25.0-26.0
26.0-26.5
tr gravel
no count
3 blows
4 blows
Gray sandy
clay
Same as below, washed
Gray
sand,
and clay
28.0-28.5
28.5-29.0
29.0-29.5
BOTTOMED
trace of gravel
no count
13 blows
17 blows
Water
depth 2.5
Jar 1
Jar 2
Jar 3
Jar 4
Jar 5
Jar 6
Jar 7
I
PROJECT Neches Rl.ver
. ENG FORM
1836
PREVIOUS"EDITIONS MAY BE USED
(EM 1110-1-1801)
h
1
E
d 1
t APR63
C anne to va a e
l
HOLE NO.
3St-19
-
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SWG Form 267(C)
28 Jan 1965
PROJECT:
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LOCATION:
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CONSISTENCY
OOllEStVE SOILS
CCNSISTENC'l
com:SIONLESS SOILS
(1)
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