HOLE NO
-- _.
3 ST-7
1. PROJECT
DEPARTMENT OF THE ARMY
NASA Chan - Clear Creek
SHEET
OF
DIYISIOII
Southwestern
2. LOCAT ION
(c ••rilT.., ••
orST......)
INSTALLATION
Galv Dist, Eng Div
Sta 5+00 Tide 2.4 @ 09:30 hrs
(MLT)
DR ILL! NG
lOG
). ORILLING AGENCY
U.
S,
Army Corps of Engineers
Ii. HOLE NO. (.....
ft_1t on
d,••
'n' IHIe entl
,,,.
N0.)
S.
NAME
OF DR ILLER
3ST-7
Black
6.
DIRECTION OF HOLE
7' TH ICKNESS
18' DEPTH
9. TOTAL
c:::J
VERT ICAl
c:J INCLINED
Ot~~t~
•• ,.
OF OVER-
DR I LLED
DEPTH
OF17
5
VERTICAL
8URDEN
INTO ROCK
HOLE
•
10.
SIZE AND TYPE OFBI{,
11. DATUM FOR ELEVATION SHOWN
112' MANUFACTURER'S DESIGNATION OF DRILL
Shelby Tube _
"
(TB" M -MIL)
1). TOTAL NO. OF OVERBURDEN SAMPLES TAKEN
110. TOTAL
rs.
ELEV.
116.
CATE HOL
D~
•.5'i
U'D'jU~ont
'
I
:gX[~ORE
GROU"O
leTA~uh
62
8D·yuH~
62
ars
WATER
17. ELEV. TOP OF HOLE
18' TOTAL CORE RECOVERY FO.
19. SIGNATURE OF INSPECTOR
80RING (S)
ELEVATION
DEPTH
LEGENI
CLASSIFICATION OF MATERIALS
IM~~
I;~~p~'
(D,IUln,
rl"..."~at.,.
IN ••
"._,,, .,
(D••
er jpt;on)
, ERY
NO'
•••t"rll., •
• te.,
II .I,ltillee"t
I
0.0
4.0:
I.
c.
Water
.,...
~
-
r-
4.0
8.
a::
Gray mucky Silty clay
r-
.
v/soft 3" ST penetrated
1=
.,...
-
w/weight of Kelly (stoppec
I
:
w/brake)
Jar 1
r=
8.0
Gray sticky clay (CL)
I-
O. C2..:
f=-
-'
v/soft 3" ST penetrated
=
w/weight of 5' rod &
:
kelly
Jar 2
=
-::
~
9'~"
-
10.0
2.,0:
Gray stiCky silty clay
=
,.
-
I'
~;;'f,)~j
(CL) v/soft
12.0
4.0:
-
-I/.("
Gray brown soft clay (CH)
Jar 3
=-
-
stiff
Cant 1
1.00
r-
-::
f::'""'"
14.0
6.0-
Gray brown soft clay (CH)
l-
I--
-
stiff
Cant 2
1.50
r-
--::
r=-
16.0
7.5:
Gray brown soft clay (CH)
r-
I--
-=
v/stiff
Cont 3
2.00
~
:
I-
:
Bottomed in above at 15.1
i'ILT
~
Water 4.0
r-
-::
r=-
::
-
r-
~
-::
t-
:
I-
~yl)
I-
.
-
:
I-
~
-
l=-
.
~
-:
-
~
-::
-=
::
-
'=
=-
-
:-
.::
-
-
-
=
-
I-
~
, .
-
-
-
I=""
~
:
r=
-:
'I-
~
-
r-
-=
1=
I="""
:
t;;..
~
ENG FORM 1836
(EM
1110.1.1801)
PREVIOUS EDITION MAY BE USED
1 MAR 61
TRANSLU,CENT
UNTIL EXHAUSTED,
'ROJECT
NASA Channel
HOlE
lo.3ST-7
I
-i:~:t
-i:~~~;
~.:.;~;
~:;~;
REQUEST
~FOR
AND RESULTS OF TESTS
~
I
PAG;
~O.
NO. OF PAGES
1
A.
SWNGL
REQUEST FOR TEST
GG-IG-62 <'1,,+.,,<'1 12 .June lG'i8
1.
TO:
2.
FROM:
Southwestern Division Laboratory
Chief,
US Army Engineer Division, Southwestern
F
&
MBranch
Corps of Engineers
GalVeston District
4815 Cass Street
Dallas 35, Texas
3. ' PRIME CONTRACTOR AND ADDRESS
4.
MANUFACTURTKlG -PLANT NAME AND ADDRESS
CONTRACT
NUMBER
P. O. NUMBER
5.
END
ITEM AND/OR PROJECT
6.
SAMPLE
.7•. LOT'NO.
8.
REASON FOR SUBMITTAL
9:
DATE
NUMBER
SUBMITTED
Spacecraft Center
NASA Clear Lake Channel
10. MATERIAL TO BE
lOa. QUANTITY
11.- QUANTITY
12. SPEC. & AMEND AND/OR'DRAWING NO. & REV.
TESTED
SUBMITTED
REPRESENTED
FOR SAMPLE & DATE
13 carton
&
27
Foundation
.iar saronles
13.
PURCHASED FROM OR SOURCE
14.
SHIPMENT METHOD
15. 'DATE SAMPLED AND SUBMITTED BY
Holes
~ST-l
thru
~ST-ll
Gov't vehicle
16. REMARKS AND/OR SPECIAL INSTRUCTIONS AND/OR WAIVERS
.
17.
RECEIPT
THE ABOVE MATERIAL HAS BEEN RECEIVED
DATE
.
TYPED NAME AND TITLE
.
SIGNATURE
1, .TlmA 6>'
A
H.
",nff;noo~
3.
RESULTS OF TEST (Continue on
plain white paper
if
more
space
i~
nquiud)
1.
RESULTS
2.
DATE REC'D
3.
DATE
~.
LAB REPORT
o
ACCEPTABLE
o
FAILURE INDICATED
REPORTED
n&~BER
o
OTHER
(Specify)
1, June 62
G
July 62
919-1
5.
TEST PERFORMED,
RESULTS OF TEST
SAMPLE RESULT
REQUIREMENTS
Dissolved
Hole No.
Depth
Solids
Chlorides
,
)
AS Cl
AS NaCl
3ST-3
3.7 - 10.0
0.58
0.19
0.31\
3ST-7
4.0 - 10.0
0.51
0.18
0.30
.
Above values represent water soluble material as percent of weight of
dry
soil.
/.;m~
Copy furmshed:
~":i,c1
Engineer, Galveston District
'TS"
PRESCRIo-_~
6
[;9
'Il!=;TS WERE MADE ON _
3
-
5 July 19 2
AND THE RESULTS THEREOF WERE 'AS SET FORTH ABOVE.
,
--,..
c
___" -
DATE
. 'u1 1. . I
K··"·~E
AND TITLE
dt:I!~
SIGNATURE
Y
96",
•
'~N
y,!~
/1nf£1:
neer
";);4cG.llar~e
.b.western .D<.v:).s ion Laboratory
FORM
72
'
/IJULU
2~
.
--.
REPLACES
c-'\.
FORMS 696, 1651 AND
10-208"WHICH ARE OBSOLETE.
~
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.
.-.
NA
SA
CHAIJt-JE-l.
l~
CL,~R
LA"'''
It4v!:sT
OF
CHl'lf.I\"\roL
DIUPC:-IIHT
lJEl'T)) OR
-
SAlIPU
my Of
NO.
1«1.
SAMPU
IJJIOIlATORY
ClASSIFICATION
GRAVEL
SAND
FINES
I
I
I
-
An[RBERG
SPEClflC
UMITS
GRAVITY
o
''lo\-
II
lv'll .
G
TEST DATA SUMMARY
FEATURE _let) oi S;d iJol-II\.';I
NATURIil.
WATER
CONnNT
,
.
ItATURAl
COMPACTION
OATA
DRY DENSITY
OPTIMUM I
MAXIMUM
lBS 'CU Fl
WATER
~
DRY DENSITY
,
I
I lSS'CU Fl
..... 1-- .
-t.
i
-.-
--I-
e
-.-
2;>,.).
LCr;,.41
f?tI5Tr
2.S.SI
J
4.Q --- -
f.;'Y;.6
._._---
SHEAR
OATA.
S,
TYPE
SPECIMEN
SIZE
%
TEST
INCHES
INITIAL
DRY O£HSIT'(
'I
W,
i
W
F
e
lBSiCU FT
,
I
:
I
. --_..
~
.. +---+--+--+---
PERMEABIlITY
COftSOlJOATION DATA
e
d-
m
crt
C
¢
m,
iSQ
fTT'SQ"
iSQ"
[)[GIlfiS
.-.... -. ---- -.-- f---.-f-------+-- --
----~
.-f---- --I---+--c--- ....-- ..--.--------1
f----r--+---r~~-. --+--+------~
._._.-
- ---.. f--+---f--+--'-f--l-+------l
---- --
-+~-+--
-, -
-__j--r-------1
-
-_
..
_-
.--
....
- ..
--1-+---1----_._----
IS,U
-.---.-.--- ,-f.--- --- --+---+---\-+--4-
-+--+----1---+--t--+----I-----.J~-----1
f----r40"'-I:"'~-__+_n-
.5-::::-+-ll-
0
'-
.3.!L
L...(5.Qj.oo~,;"'_'.'f_r'0~T"'.,.,+_f--~= 2!-:~ -L;;'ii2-~=-{yO"f~
q:
';J;;;tJ.~ ruT~
Strjt=__
_ .__
~-=~
..-.-
--- ---- ---+---+---1----1-------1
~.I
_
--1---.
~..
___+_.__
.-f-- ....-- - -----L___ 1-=-
~_-=~. ~_
..
~-= :~
f.---
=~:-=_~_~_
,-
_I--_=~
_-=_-..
-_-_t-_-_-_-t~--+==.~=~-+;=~-_t_----+-====----__j
-=----~---= ~~~-----------
..
...j.:.~=.----=-~.~-+------I-...
...111
i
I,~·
.-::..1 =:
.~,~~~
.:.-; -
~_.- =-~
..
' --t
------
---_.
-- ---_._
.
..+
-
......
i
........ll..
It iii !f: _ ' . j'--
j - .-- ...... ..-._-..•....... -. _
•..-_'- -- ..-.----
•....
~
----f----
...
- -
-. --- -, ---. -- -.-..--
I--+--
~-
--
.- -
-- ..
i
+-
t i-
-i .........._- ___
--j_t----~----j
*
Values at Pressure
TI
SQ FT
-
Triaxial Compression
UC
- Unconfined Compression
os -
Direct Shear
UU- Unconsolidated Undrained
- Consolidated Drained
CU - Consolidated Undrained
,~
..
CLEAR CREEK CHANNEL
-
NASA
~
VANE SHEAR TESTS
Boring No.
Depth/ft
£!o.--'
0/
Vane Size
"T" Value
3ST-7
3ST-3
*0..0-1.0 - t."
4
2..$'
2.0"'3;0
" :IS
- '/.5
4.0-5.0
- s-,s
~,
I..C
6.0-7.0
- 0j.S' ., t".$
8.0-9.0
9.0-10.0
*0.0 - Bottom of Lake
Water Depth -
3.5'
Tide - /2' MLT
-
~
•.<t"
_
IO.S'~
*0.0-1.0 -
D.q
2.0-3.0
- 2'''\
4.0-5.0
6.0-7.0
8.0-9.0
*0.0 - Bottom of Lake
Water
depth - 3.0'
Tide - /2.1' MLT
- cf.q
- •.'1
- 3,,\
- It)'.$"
- Ii.$'
/.1
- z
."1
~
:$'.'1
• 7.
'f
Q
q
lit
2"
2"
2"
2"
2"
2"
2"
2"
2"
2"
2"
"T" Value - Torque Reading
"s"
Value - Shearing Resistance 1bs/sq ft
\.
) ..
-.
15
25
50
65
350
350
10
40
60
600/
600/
" -I.S
.",.~--,.
11 June 1962
I
1s"
Value
78
.129
259
.:;$36
t810
1810
. 52
207
310
3102
. 3102
';.,-.
}{a
I
. <)3')
.oi."
• 130o
.
\
~ ~
• "los'
.
~
oS'"
.O':l~
. \
~
.1.
.IS~
l·s~1
I.
>S'l
.~~
~'
~~
~
~~~
;~~
~
i~V
0.:;"
~
;:;1l
'dI!il
o
{\>
I
U. S. STANDARD SIEVE SIZE
3 IN.
~IN.
NO.4
.
NO. 10
NO. 40
NO. 200
100
---~-,
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-
l-
-
..
--
-
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'S Ie.
1\
I
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1\
;
90
-.....
_k
12-
1170
I
II
i
-11---
i i
.
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tk~
~-l
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,--r--
1----- ...
4-
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iii'
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eo
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....
70
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+1
Ii
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---
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iii
r
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60
dl
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II:
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