HOLE NO
3ST-4
.-
~.
1. PROJECT
DEPARTMENT OF THE ARMY
NASA Channel, Clear Creek, T
;,rk
ET
OF
DIVISION
Southwestern
2. LOCATION
(COOrd,,..r •• or :sur .... )
INSTALLATION
Galv Dist,
En~
Div
Sta.
20/00
Tide 2.2 @ 10:00
DRILLING
LOG
3. ORILLING AGENCY
U. S. Army Corps of Engineers
u,
HOLE NO.
(A.'•• "-"
0" tlr •• ,n, rHI. 0""
",.
N0.)
5.
NAME
OF DRILLER
3ST-4
Black
6.
DIRECTION OF HOLE
7. THICKNESS
lB. DEPTH
9.
TOTAL
c::J VERT ICAl
c.:J INCLINED
~;:~:~:l·1TH
OF OVER-
DR ILLEO
DEPTH
OF
17
5
BuRDEN
INTO ROCK
HOLE
•
10. SIZE AND TYPE OF BIT
11. DATUM FOR £lEVU ION SHOWN
112. MANUFACTURER.S DESIGNATION OF DRILL
Shelby Tube - 3"
(T8M
or
MSL)
13. TOTAL NO. OF OVERBURDEN SAMPLES TAKEN
114. TOTAL
115.
£lEV.
16.
A
HOL
o • U•• tO 2
UN.,,, •••'0 3 Cant
I
:~x,~ORE
GROUND
I
SI
~'''jt.n
'f":J\l,i''l962
Jars
WATER
17.
£lEV. TOP OF HOLE
lB. TOTAL CORE RECOVERY FO.
19.
SIGNATURE OF INSPECTOR
#b••
BORING (S)
nEVAT ION DEPTH LEGEN
CLASSIFICATION OF MATERIALS
M~=
I;~pr~
(IIrHlJn, ri••••hr
I ....
tI.",,.
of
(D••
er
ip';_)
••• tlterln" .re.,
JI
o.,nUJc...'>
0.0
2.2
6.0
10.0
12.5
15.0
ENG FORM
, MAR 61
2.2 -
-
6.0....::
-
-
10.0
12.5_
-=
,:
-=
15.0:
17.5-
-=
:
-=
:
-
-::
-
-=
:
:
-:
-
:
-:
-
-=
:
-
::
-
-:
-
-:
-
:
-=
.::
..::
-
-:
:
....::.
:
:
-::
:
-
1836
0.0
Water
Gray mucky silty clayv/soft
-3
.~.
Tube penetrated under weight a
kelly
-
?~f
Gray mucky silty clay, v/soft
.-
-~(,'
Tube penetrated under weight a
_;_. ,I
t.,
kelly and 5'
rod
~~-.--
-/tJ..3
Gray sticky silty clay
tr of shell, soft
-/2..8
Gray sticky silty clay, soft
15'.':'
Gray sticky silty clay, soft
Bottomed in above
Water
2.2
(EM
lUOel~1801)
TRANSLUCENT
PREVIOUS EDITION MAY BE USED
UNTIL .EXHAUSTED.
ERY
NO.
=
Jar 1
=-
-
Jar 2
~
f-.-
1-
~
Cant.
1
0.25
f::-
r-
Cant. 2
0.25
f=
Cant.
3
0.25
I-
~
f:...
I-
I=-
I-
I-
~
:-
=-
.}b~
-
I=--
I-
~
I=--
f=
I=-
~
I-
f=
f::""
I=-"
l-
~
I=-
~
.=
=-
-
=-
:-
PROJECT NA SA CHANNEL
HOLE 10.
~
I
,
I
I
I
1
I
I
I
I
I
!
, 1
I
i
'I
1
I
I'
1
I
1
I
-----
4::;1
~:;t;
SWDGL Report No. 7919
SWD
Hole
Sample
'
Depth,
No.
No.
Feet
3ST-l S-12849
3.5 -
7.5
Type
of
8ample
/
Jar /
Jar
4::~
~:s-
~
...t;
-~-~:
4:;f
-
.:...
~~;;
TABLE NO.1
NASA Clear Lake Channel
Results of Tests of Foundation
~~terials
Natural Conditions
Mechanical
Water
Dry
Pocket
Analysis
Limits Content
DenSity
Penetrometer,
Gr
8a Fi
LL
PI
10
Lbs/cu.ft.
tsf
Classification
'01.-"_ j9.L_
Dk.gray
CLAY(CL).(V/S~r)
S-12850'
S-12851
I.:2 - 10.0,
10.0 - 12.5'
ST /----,.-'
4,a.Q
_
__-
me.gray CLAY(CL). \;,;",++
21.7
107
2.75
Gray and yellow
CLA~{CH), ve~y
stiff.
68 16
88.0
Gray CLAY(CH).(vfsoY ,
,
38
16
_l+f:r::-'
Dl<: •gray sandy CLAY(CL).1
vl';,~)
41 16
7it,1
,
':.-.
Dk.gray CLAY(CJ:,).
'
(,;jse)
c
37
W~~~"2:
106
2.5__
._.-.GrJ!.y~an~~,:~sh-yell~_~Y(CJ,J),
very s'tiff.
...
,.,_~_,_~.
____
'--=_n~
34 13
3U~·---,·'·c---'-
"Dk:g~~~:~dY _~~, f~_~~.":l1~
"
18 82
24 76
18
82
l\i-
85
23'77
38T-3 8-12856
3.7- 8.0
Jar
6(',,~
<:1,"'\(....)
8-12~21
Jh9.-::-1.0.,o
Jar
,,,,,,_4:§
vls.~L I-\v'~1
43.4
43,.4
, Dk.gray CLAY(CL).
Dk .gra:L9Jdl.X(CL)
•
38T...4
3dT-5
j
38T-6
J
38T-7
8-),.2858
10.0 - 12.5
ST
6i'Q,11
'-1.~(tH)
,
Z't "1':4;«"
8-12859
2.3 - 6.0-
8-12860
6.0 - 10.0-
S-12861, 10.0 - 12.5_
Jar
Jar
8T
6o,,-~
(1.'1<'''')
~9
vlS"-'il
"""1
C
I
&~'-~
)
31 ' ">011
24.4
46.3
52.5
"37.1
,
102,
2.5
82
0.25-
S-12862
'3.5 - 6.0
Jar
49.2
8-12863
6.0 -' 8.5
Jar
(,,.0,1 Cl"1«I-)
57.3 _,/",,,
--
-'
8-12864
8.5 - 11._0
Ja,L..
~,.
____
7'1
vIS~H )_~~:~~,c........55.&.._,,,:,,:,
____.:'_"_,____
~~~"'~_
S-12865
11.0 - 13.0
'ST
'6"''''1
(\"1'<-'-)
54.1
69.3
0.25+
5'/
So~~
,
,
,
Dk.gray CLAY(CL).
Dk.grayCLAY(CL).
~ay
CLAY(CL).
Dk.gray CLAY(CL),
8-12866
4.0
-
.8.0
Jar
____,_'
'_~~":.1(\~'1L(~)'-lrv/),(+! ~'ii_~(
__.___-____.___,..::,..,___
J?!hgr§,Y CLAy(cHI'
S-12867
8.0 - 10.0
Jar
0 10 90
45 1247.9
-
,-
Dk.gray CLAY(--
S':'12868
10.0 - 12.5
Jar
(,"'q
C\~~(~
..)
41.8
Gray CLAY(CL).
S-12869
12.5 ,;. 15.0
Jar
'-IS VhoH-
kS,,(1
41.2
Gray CLAY(CL). , '
S-12870
4.0 - 8.0
S-12871
8.0 - 10.0
o 13 87
3 14 83
65
14
42
11
-
Dk.gray CLAY(CH).
Dk .gra;)' CLAY(CL) •
Dk.gray CLAY(CL).
soft.
8-12872 - 10.0 - 12.0
S-12873
12.0 - 14.0
Jar
Jar
Jar
ST
79.9
40.5
40'.5
26.7
99
1.25
Red and gray CLAY (CH),
3ST-8
8-12874
4.2 - 8.0
8.0
- 10.0
10.0 - 12.5
Jar
Jar
Jar
42.6
42.6
36.6
,-
, Dk.gray CLAY(CL).
j
S-12875
S-12876
Dk.gray CLAY(CL).
Dk.gray CLAY(CL).
Dk.gray CLAY(CH).
Dk.gray CLAY(CL).
stiff.
38T-9 S-12877
8-12878
8-12879
S-12880
4.5 - 7.0
7.0 - 10.0
10.0 - 12.5
12.5
- 15.0
Jar
Jar
ST'
ST-
1
32 67
o
9 91
28 13
56 13
116.3
40'.3
24.6
28.7
103
96
0.5
1.5
Gray sandy CLAY(CL), medium consistency.
Greenish-gray CLAY(CH), stiff.
