Hole No.
3ST-20
DRILLING LOG
~~~I~
DIVISION
I1>tSTALLATION
l
SHEET
Southwestern
Ga1v Dist, Eng Div
OF
SHEETS
1.
PROJECT
Neches River - Channel to Evadale
10. SIZE AND TYPE OF BIT
2. LOCATION (Coordinates or
Station)
11. DATUM FOR ELEVATION SHOWN
(TBM
or
MSL)
3. DRILLING AGE.NCy
12. MANUFACTURER'S DESIGNATION OF DRILL
U. S. Army Corps of Engineers
13. TOTAL NO. OF OVER.
101STURBED
IUNDISTUR8EO
,
4. HOLE NO. (As
shown
on
drawing title
I
and file
number)
;
3ST&20
BURDEN SAMPLES TAKENl
6 Jars
,
5. NAME OF DRILLER
Curtis
6. DIRECTION OF HOLE
o
VERTICAL DINCL,INED
7. THICKNESS
of
OVERBURDEN
8. DEPTH DRILLED INTO ROCK
9. TOTAL DEPTH OF HOLE
"ELEVATION I DEPTH ILEGEND
a
b
c
0.0
11.0:
11.0
12.G
12.0
14.&
14.0
16.0:
-I
-I
16.0
lS.o-
lS.0
20.0-
20.0
23.0:
23.0
25. e-
25.0
30.0:
14. TOTAL NUMBER CORE BOXES
15. ELEVATION GROUND WATER
TSTARTED
: 6 Jars
:COMPLETEO
16. DATE HOLE
DEG. FROM VERT.
17. ELEVATION TOP OF HOLE
18.
TOTAL CORE RECOVERY FOR BORING
%
19.
SIGNATURE OF INSPECTOR
30.0
REMARKS
CLASSIFICATION OF MATERIALS
(Description)
d
%CORE IBOX OR
RECOV- SAMPLE
ERY
NO.
e
f
(Drilling time, water-loss, depth
of
weathering, etc.,
if
significant)
g
Water
Gray sandy
clay org. soft
Gray sand fine organic
Gray sand,
14.0-14.5
14.5-15.0
15.0-15.5
no recovery
No count
2 blows
6 blows
Same as below, washed
Gray
sand,
lS.0-lS.5
lS.5-19.0
19.0-19.5
tr org. no
recov~ry
No count
7 blows
12 blows
Same as above, washed
Gray
sand fine org
decayed wood, washed
23.0-23.5 No count
23.5-24.0 16 blows
24.0-24.5 15 blows
24.5-25.0 No count
Same as above, unable to
drive, could not set casing
washed
BCYrTOMED
•
Jar 1
Jar 2
Jar 3
Jar 4
Jar 5
Jar 6
-
PROJECT
P-iOLE NO.
Neches River - Ch to
Eva~ali"
3ST=:~
ENG FORM
1836
PREVIOUS "EDITIONS MAY BE USED
(EM 1110-1-1801)
1 APR 63
0,
so
;:;
; 100"
I
,
,
Hor1z Deformation, in.
Shear Values
¢,
",29,
5'0
tan ¢'
(2,
5"65"
c'
=
{).O
Test Type (Check One)
Type of Specimen
Classification
LL
/vP
.lMAY6l
, 2092
•
..
;
,
,
•
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""0
,
,
~
-,,'
t';
/.0
"
~
,
,
i-I
+'
m
•
..
~
m
"
to
-"
/.0
,z.o
30
Normal Strese,
"
,
T/s'J,
f't
Test No.
I
2
3'
Water content
W
0
%
%
%
'f,
'"
.,.,
+'
Void ratio
e
0
~
Satuxation
S
%
%
%
%
H
0
Dry),~naitY
Ib eu
f't
rd
/M
/09
/08
Void ratio after
,
e
consolidation
c
Time for
56i[
.'
consolidation
min
t50
Water content
w
f
%
%
%
%
'"
~
Void ratio
e
f
'M
'"
Saturation
Sf
%
%
%
%
Actual time to
failure, min.
t
f
?
I"lr>
4?(}
~a
Normal stress
T/S'J,
f't
"
n,~
/,0
,3.0
lfaximum
Sh~
,
stre;:;;;'io T sa ft
T
irJ,?.R
I,/),
i',
t'J
;, /,",,?
o Controlled, stress
~Controlled,
strain
in. S'J,uare
CJ.
75
in. Thickness
Boring No.
Depth
=
(TRANSLUCENT)
Sample ,NO.
C 3437
I,
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ij
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'f
SWG Form 267(C)
28 Jan 1965
PROJEGr:
JIe
(lie
'i
/0
veY
LOCATION:Ch4M!2C/
&
Eva del Ie
BORING NO.
..s
s
t
-
,;:z
CJ
TEST DATA SUMMARY
DATE DRILLED'_________
tl bg:j
..:
f;t~.
~
SIEVE ANALYSIS
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is
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en
PERCENT
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ACC. WT. RTND.
Q
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ClASSIFICATION
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SIEVE NO
(3)
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ELEVATION TOP BORING
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