HOL[ MO
.- _.
3ST-2
1. PROJECT
DEPARTMENT OF THE ARMY
Clear "reek
.'P~'
bS~EET
OF
NASA Channel
DIYlSlOII
Southweste:;r;::Il
2. LOCATION
(coordi,..t ••
«
St.t'Oft)
IISTAUATION
Galv Dist, Eng
~i~
Tide /2.5
@12:05
Sta.
3010n
DRILLING lOG
). DRILLING AGENCY
U. S. Armv Corps of Engineers
Ai.
HOLE NO.
(A.~
iTt.."
onfTr • ..-rn, r Jt
I.
~
110.)
5'
..ME
OF DRILLER
3ST-2
Black
6.
DIRECTION OF HOLE
7' THICKNESS
18'
DEPTH
9.
TOTAL
;rrGlf£ITIflTIr
OF OVER-
DRILLED
DEPTH or
c::J VERT ICAl
CJ INCLINED
VERTICAl
BURDEN
INTO ROCK
HOLE
17.5
10. S lIE AND TYPE OF BIT
11. DATUM FOR ELEVATION SHOWN
112' MANUFACTURER'S DESIGNATION OF DRILL
Shelby Tube - 3"
(TBII
or
MSL)
I). TOTAL NO. OF OVERBURDEN SAMPLES TAKEN
.... TOTAL
\15'
ELEV •
16'
A
HOL
D
S UR8ED 3 Jars
UNO IH"RBn
3 Cont 1
:~;<~ORE
GRO~:O
[(STARTEO
COMPlETED
I qh?
WATE
6 June
6 June 1
17' £LEV. TOP OF HOLE
18'
TOTAL CORE RECOVERY FOR
19.
SIGNATURE OF INSPECTOR
BORING (S)
£LEV AT ION
DEPTH
LEGEN!
CLASSIFICATION OF MATERIALS
rrE~~~
I
;~~P~:
(Drillin,
tj"..:(;~~~;)
I.... t/.pU..1
(D••er ipt.
iOft)
ERY
NO'
.... t_rl..G••te ..
If
.i,nl'.ie•.
tt)
0.0
3.2 -
- 0/1
Water
-
r--
~
3.2
5.0....::
_l.';
Gray mucky silt,
v/soft
r--
=
3'I'ST penetit<Ited to 5.0 wi
~
.
kelly
,
Jar
1
I-
=
,
I-
•
7.5-=
..
£,f.~
~
5.0
Gray silty mucky clay v/soft
1=
=
3" ST penetrated to 7.5 wIweigh -
I-
.:..:
of kelly
Jar
2
r--
,=
•
r::-
- 7.5
.... ,
..
(~
3" 8T penetrated to 10.0 wIweig
r--
10.0_
t
r--
.:..:
of kelly and 5' rod
Jar
3
~
-
r:
'10.0
12.5:
_Id'"
Same as above, to gray tan
~
.:..:
clay v/stiff, ch @ 10.5
Cont. 1
4.00
I--
12.5
5.0
-
.... !'J, •.'.}
'"
Gray brown sandy clay trace
1=
r--
.
-
of'cal nod v/stiff
Cont.
2
3.00
f-.
.
.-
~
- -
""t.~;,~
I-
15 •
.0
17.5_
Gray brown'sandy clay within
f-
"
streaks of fine cal nod
r-
-.:
v/stiff
,
Cont.
3
3.00
~
,
-
r--.
,
-.:
-
Wa~er
Bottomed
3.2
in above
C
f-
~
...::
I-
~
-
I-
:
I .
I-
,
1=
.,'
-:
I--
,
l=-
i
-
I-
...:
t-
.
.
-
..
-
~
.
-
I-
I=-
-
.
:
I-
-
f-
-'
~
"
1=
-
-:
/1.
.
. "
~
:
-
"S-,~;~
/"1'>
I::
,
-=
=-
.
-
'...:
::
'
.
=-
,
c-
o
-
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=
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.
=-
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" ':
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ENG FDRM
1836
(EM
1110-1-1801)
PREVIOUS EDITION MAY BE USED
1 MAR 61
TRANSLUCENT
UNTIL. ,EXHAUSTED.
PIIOJ[CT
..----- --------- -
MOl[ ID.
~
N A
~
(-)
CHf.\!Jl.l'-L JI-I ClcAI<
]).\\,I:
ST Or C,IANNU. DetDG 114<:'
Sheet_i_of
~
TEST DATA SUMMARY
FEATURE
l~--"L~cJJ2~L1~'J
c~----~~~-------------r====.-~====~'------'
-m
OR
MECHAHICAl. AHAlYSIS
AnERBERG
SP£CIFlC
NATURAL
NATURAL
I
~CO;,.:;;PA;::.C1I;"":,,:D.I;;TA~
__-'-__'--r-r__
r-:---......;:SH~£AR~D.I:.::TA:=;-_--r_'-
__
r-:-r-::;-+.:..:P[::::"::;OOII=l::.:.lTY,+~C<JISOll!I\;:=::=r-l1OII:::::.:D.I::;TA'---l
00RtNG
SAIllPU
lABO~TORY
l MTS
WAfER
r.::
NO.
NO.
mv
OF
Ci.ASSIFlCATIOH
GRAVEL
SANO
FINES
I I
GRAV!n'
CDlmNT
DRY ()£NSITY
OPTIMUM
MAXIMUM
INITIAL
DRY DEN$ITY
W,
Wf'1
s,
TYPE
SPECIMEN SIZE
O""m
(J"j
C
¢
k
Po
Pc
C
t-_~
SAMPU
%:1::
Dt~
II
.J:f!l-J
G
'%
lBS-CU FT
W"'ifR
D~~ogSW
e
lBS'CU n
f
%
i
%
TEST
.IHCHtS
TEST
,'SQ FTT,'SQ.f1rr.tSQ Fl DEGREES
e
FT/MIN
,'SiinT!SQFT
C
.......
*
Values at Pressure
T/SQ
fT
- Trlaxlal- COmpresslqn
UC -: UncOnfined
Compr~ssion
os - Direct Shear
UU - Unconsolidated Undrained
"
- Consolidated Dramed
CU - Consolidated Undrained
"."'-.
,
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.
100
90
80
70
I-
1:
"
;;;
~
60
>-
m
0:
OJ
.0
z
iC
I-
Z
40
OJ
U
0:
OJ
"-
30
20
10
0
U. S. STANDARD SIEVE SIZE
3 IN.
2.
IN.
NO.4
NO. 10
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