C
han]1a/ to
La
~IlI'.11ta
LOG OF BORING NO.
:3 5 T - 5
I'
I
m,3She.lbv Tvbe.
LOCATION:
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t.
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In!.
POQt<!,T PEfETROMETER TOf.l5 /SQ,"F-t'
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Gl
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.
ffi
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~
0.5
1.0
I.~'.
1.0
2"."
5.0
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._
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...
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PL.ASTIC
WATP
:
l.IQUtO
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~
U!I',T
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,.,LIMIT
iii
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DESCRIPTION OF MATERIAL
SURF, EL:
~.
~
w
u
~
~
-
5-
"" : ""J1
10-
. I .
t
, I
I
15-
Wider
20~
§
. t,.
I
~d.
25-
.I'
30-
-
--..;;.
I
-I
I
I
J
--___
~_-+,
.
I
,___
,.
35-
40-
t=
b
C
H
C
L
t;:J~
.
-I:~~=L
SWN 266(CI
21 Alit;.
Ii'
Gray
Clay
VjSoH
L.S.=,zo,O
0-12-\313
I
TanSw1'7dy
Ciay ,
VL5f,'UJ,$
WiCal
No'd
LS,~q,D
1-42-57
"k
,Q
-
\9
l-?rclX
Sa"11~)i
Clay
J
V
~~
of
ION DEP'tH 52..,0'
. --
DEPTH
to
w.t./TER
4-
UaT)
Iq.",
~
o-2J-7'1,,,,
Qngj~r..
4-.qo,1
-
-
>"
+- -...
, 116;8
'. t
I
"
- "I
;/<> L
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.,
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G~/"
'1
nA......
.'. -:."
..1
• ___
'0
I.E.
RV.
3ST-5
1. PROJECT La"luinta Channel
I
OF
OEPART~T
OF THE ARMY
Corpus Christi Bay
SHEET
DIYISIOII
SOU
western
2. lOCAT 10M (cooref.',.., .. or ,h' ,Oft)
IISTAUAT I011
Galv Dist, Eng Div
Sta. 295/00
DR ILUNG
LOG
). DRILLING AGENCY
u. HOLE NO.
(A..;.1i-,.
on iTr •• ,n, lHI••,..
"'.11°.)
S. NAHE OF DRILLER Smith
3ST-5
6.
DIRECTION OF HOLE
1. THICKNESS
lB. DEPTH
19. TOUL
c::J VEAT ICAl
c::J INCLINEO
:
~::~:~~L·'TH
OF OVER""
DR ILLED
DEPTH DF52.0
BURDEN
INTO ROCK
HOLE
10. SIZE AND TYPE OF BIT
11.
DATUM FOR ELEVATION SHOWN
112.
HANUFACTURER.S DESIGNATION OF DRill
Shelby Tube - 3"
(TSM
or
MSL)
13. TOUL NO. OF OVERBuRDEN SAMPLES TAKEN
110. TOUL
rs. ELEV.
16.
A
HOL
o s UR8EO
IUNOISTU••'O
I
:gXE~ORE
GROUOO
rW"j~On
6~
I
C04PLYJ~
6~
WATER
11. HEV. TOP OF HOLE
Ie. TOTAL CORE RECOVERY fOR
19.
SIGNATURE OF
INSPECTDR
BORING (S)
HEVAT ION
DEPTH
LEGEN
CLASSifiCATION Of MATERIALS
I~EC~~
I
~~~P~:
(DrJllJn,
,j"..."~~~~.;)
10...
d.~'"
.1
(D••er i",;OIt)
ERY
NO.
••• ''-rlnG ••'e.,
JI
.J,"JlJe.",)
0.0
33.0
Water
~
33.0
42. Cl:
Clay,
sandy, gray,
w/tan
Jar 1
t=-
~
o
blend,
very soft
I-
-=
Weight of four rods
~
and a tube
I-
~
42.0
44.~
Same as above
~
44.0 46.0
Clay,
sandy,
tan w/gray
!=-
f---
f---
-
streaks,
very stiff
Cont.
,:J:
3.90
I=-
46.0
48.
1
Clay, sandy w/calc nod,
~
-=
tan w/gray streaks,
I--
~
:
very stiff
Cont.
2
3.50
f---
-
tan w/gray
~
48.0
50
:,S
Clay,
sandy,
~
-
streaks,
very stiff
Cont.
3
3.50
I=-
-,
I-
50.0
52 J
Clay,
sandy,
gray w/tan
I-
-
blend,
very stiff
Cont. 4
3.00
~
:
-
Bottomed at 52.0
=-
-
-::
Water at
33.0
::
:
Weight of Hammer 140#
-=
Drdp distance 30
u
~
:
Started 9:30 AM
~
