,
3ST:..5w
Hole No. "&
lilA':SB
TOIV'SION
DRILLING LOG
I
"~,,~h
...
o~~o~n
INSTALLATION
Ga~Di$t.
Eng Div
I
SHEET
Of
SHEETS
1. PROJECT
10. SIZE AND TYPE OF BIT
Channel to Evadale, Neches River
11. DATUM FOR ELEVATION SHOWN
(TBM
or
MSL)
2. LOCATION
(Co(Jt'dinates or Station)
3. DRILliNG AGENCY
U. S. Army Corps of Engineers
4. HOLE NO.
(As shown on drawing title
and file number)
5. NAME Of DRILLER
6. DIRECTION OF HOLE
, 3ST-5W & HA-5B
o
VERTICAL
D
INCLINED
DEG. FROM VERT.
7. THICKNESS OF OVERBURDEN
8. DEPTH DRILLED INTO ROCK
9. TOTAL DEPTH OF HOLE
36.0
12. MANUfACTURER'S DESIGNATION OF DRILL
1
J.
TOTAL NO. OF OVERBURDEN
SAMPLES TAKEN
14. TOTAL NUMBER CORE BOXES
1'5. ELEVATION GROUND WATER
: DISTURBED
i
9 Jars
: STARTED
16. DATE HOLE
L1
Feb
17. ELEVATION TOP OF HOlE
18. TOTAL CORE RECOVERY FOR BORING
19. SIGNATURE OF INSPECTOR
i
UNDISTURIlED
I COMPLETED
: 11 Feb 1966
. REMARKS
ELEVATION
DEPTH
LEGEND
o
b
CLASSIFICATION OF MATERIALS
(DescripJion)
d
% CORE
RECOV-
ERY
BOX OR
SAMPLE
NO.
f
(D,-illing time, water loss, depth of
weathering, etc.,
,
if significant)
0.0
1.0
5.0
6.5
10.0
12.0
14.0
20.0
22.0
25.0
26.5
28.5
30.0
1.0.=
5.0.=
6.s..=
10...0::
12~
14.1L
2a..-o::
22.9-
25. Q::
26..s::
28..s::
30.9-
36.9-
HA-5B
0.0-10.0 - 4 Jar
Tan silty sand, fine grained
loose,'wet, w/roots
Gray and tan sandy clay, med
wet
Tan
silty sand fine grained
loose, wet
Same as above, slightly claye'
3ST-5W - 10.0-36.0 5 Jars
,',
Tan silty sand fine grained
slightly clayey, saturated,
loose
Tan sand, medium grained,
loose, saturated
12.0-12.5 2 blows
12.5-13.0 4 blows
13.0-13.5 7 blows
Washed, same
as above
Tan sand, medium grained
medium dense, changed to
Lt. Gray sand, medium grained
clean
@
21.3'
Washed, same as below
No recovery of sample
same
as below
25.0-25.5 4 blows
25.5-26.0 12 blows
26.0-26.5 25 blows
Washed, no sample
White
sand, medium dense,
medium grained, clean, saturateed
White sand, medium grained, Clean
saturated, washed, from 30.0- 6.0
unable to keep hole open due 0
lack of casing. Sample taken was
wash sample but appeared to b the
same as from 28.5-30.0
BOTTOMED
Depth of water 5.5'
Height of bank 4.5'
Jar 1
Jar 2
Jar 3
Jar 4
Jar 5
Jar 6
Jar 7
Jar 8
Jar 9
%
ENG FORM
1836
1 APR 03
GPO 1963; OF-712-27S
PROJECTcha.riii.elto--Eva.daIe.
[HOLE NO,
*eches River
3ST-5W & HA-5B
PREVIOUS EDITIONS MAY BE USED
(EM 1110-1-1801)
",_."
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..---,--.--,...
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.
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2.0
~
2.0
,
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0'
w
0'
E:;
~
'"
,
,
/
~
~
w
",'
v
+'
CQ
"
1.0
tl,
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v
;.0
.,
,
~
I
.,
"
v
w
til
,
"
,
,
'"
v
,
'"
CQ
0
/.0
~.O
Normal Stress,
o ,
T/B'l. f't
10
~
Test No.
/
.2
:3
,.,
Water content
W
'f,
%
%
%
I
0
~
SO
r<
•
Void ratio
e
,.,
0
'"
+'
t:l
-rl
'f,
'f,
'to
'f,
"
Saturation
S
w
H
0
W
0
Dry,~~nsitY
•
I/),Q
III
.G
Ib ell
f't
7d
10-;
,.,
0
Void ratio after
Ii
consolidation
e
50
c
Time for
50%,
t50
consolidation
min
/0
Water content
w
f
%
%
'f,
%
o.z,
r<
0./
0.2
•
"
Void ratio
ef
.~
Her1z Deformation,
in.
'"
Saturation
Sf
%
'f,
%
%
Actual time to
'
2<6(1
142'S'
.98()
Shear Values
failure, min.
tf
fNormal stress
0.5 /.0
Z.O
¢'
= .-;;;,").
38
T/B'l. f't
.
0
Maximum sh
TIs
(
O.
,=?):l
(). t..,Pl
tan ¢'
=
0.7/Q
stre~;th.
T Sq ft
T
/.-1-2..
c'
=
Q.n
Test
~e
(Check One)
o Controlled, stress
02J'Controlled,
st~a1n
Type of Specimen
~ _,,~
/ /.
/
3
in. Square
o.
75
in.
Thickness
Classification
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Remarks
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Project
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Area
7
Boring No.
Sample No.
7::.-9/Y}O
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Depth
5--"7(/
Date
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ENG FORM
2092
PR.E.VIOUS
EOITIO~S
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J~
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3437
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(TRANSLUCENT)
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DATE DRILLED,_______
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