HOL[ 00.
3ST-IO
1.
PROJECT
I
DEPARTMENT OF THE ARMY
NASA Chan - Clear Creek
SHEET'
OF
"r
J-
DIYl51011
SQuthweet§rn
2. LOCATION (Coora .... re.
«
"rOllO")
IMSYALLAT I011
Galv Dist, Eng Div
Tide 2.5 @ 10:25 hrs (MLT)
DRilliNG LOG
J.
ORILLING AGENCY
U.
S. Arm.'L Corps of Engineers
u.
HOLE NO.
(A...•n.,... 0" tlr••,n,
lUI.
a,." tuo N0.)
5'
NAME OF DRILLER
3ST-IO
Black
6.
DIRECTION Of HOLE
7'
TH ICKNESS
IS' DEPTH
19'
TOTAL
c::J VERT ICAl
c:J INCLINED
~::~:~~L·'
'"
Of OVEI1""
DR I LLED
DEPTH
Of
17
5
SURDEN
INTO ROCK
HOLE
•
10.
SIZE AND TYPE Of BIT
3
11.
DATUM fOR ELEVATION SHOWN
112'
MANUfACTURER'S DESIGNATION Of DRILL
Shelby Tube -
"
(TBM M MIL)
lJ.
TOTAL NO. Of OVERBURDEN SAMPLES TAKEN
U. TOTAL
r5'
ELEV.
16.
A
HaL
.'''U"f'OJar
UNO' '!jU"<'b"nt
I
:gXE~ORE
GROu.D
I
Sl~·'Yun
621
C~P$f~
62
WATER
17.
ELEV. TOP Of HOLE
lS' TOTAL CORE RECOVERY fa.
19.
SIGNATURE Of INSPECTOR
SORING (S)
ELEVAT ION
DEPTH LEGEN
CLASSifiCATION
Of
MATERIALS
I~E~~~
~~~P~;
(DrlllJ .., UN •••ter I ....
ria""
.1
(Do.er ;pt;OIt)
ERY
NO'
•••".rla, ••tc .•
If
.',nIlle...
'>
0.0
3.3-
'
:
.;) 5i'
Water
;::
:=
3.3
4.0-
Gray mucky silty clay
(CL)
f=""
-
v/soft
Jar 1
f-
:
f-
4.0
6. S-
Tan gray silty clay
(CL)
f::-
, -
medium
~
-
Cont 1
.75
f-
--'-'-
.-
...'" ..
~""
..
,.,~
'- .'-' -"','--'''-" ,",., "
",-,
f-
6.5
=-
(CH)
~
9.0-
<::..
s'
Tan gray sticky clay
-
,u
-
medium
Cont 2
.50
~
9.0
1.5"=
Gray tan sandy clay (CH)
I::-
-
:
w/calcium nodules stiff
Cont 3
1.00
=
~
-/I -.5
Gray tan sandy clay (CH)
=-
11. 5
4.0:
-
:
trace calcium nodules
=
-::
stiff
Cont 4
1.25
~
14.0
6.5::
Gray tan sandy clay
(CH)
,
=-
-=
trace calcium nodules
f-
-
stiff
Cont 5
1. 50
::-
-
I-
16~5
-
r-
7.~
Gray tan sandy clay
(CH)
f::-
, -
trace calcium nodules
~
:
v/stiff
Cont
9;
2.00
~
....:
:
Bottomed in above at 15.0
f'ILT
f:--
:
Water 3.3
I-
~,
-:::
~
-:::
r-
f::-
:
-
f=
-
-
f-
~
:
r-
....:
f=
:
~
::
f-
f='
-::
-f
~""
f=""
-
f-
-
I-
-
r-
-::
f=
~
-
::
-
~
::
f-
-
-
f-
~
:
~
....:
~
-
f-
-
f=
r-
-
~
:
l-
f-
-
t::....
----
ENG FORM
1836
(EM 11JO.1-1801)
PREVIOUS EDITION MAY BE USED
1 MAR 61
TRANSLUCENT
UNTIL e;XHAUSTED.
PROJ[CT
NASA Channel
IlOl.£
10. 3ST-IO
'(YI
:so
""
~
-"
:
T o(e
~T
--
.".~
----
2
-\
ISgg'3
5&"'''
\ 'S &2o.,Q
2-\'S&o.e
aswblG 1110'
I
'000
10
so
..
30
"'
0:
0
"'
s
~o
l-
IT
..
S
20
0:
III
>-
~
eo
"'
Q
J:
I-
'0
80
ao
100
d'C)
1\'
1,
~'1_-,yCl
\'>'1_..\1..:Cl
I"'"- \ 'S'1_
EISA OL DGDW
COBBfE2
0
~.o
......
e~VDV.lIOV1 cn~J\E2
091s
C,"I~
(,C:'c\)
\,v
, \<'1
M'
N
BOl!Uli 1110'
3'2.L- c\
-;;
321.-\()
C,\)" ,-C'rI
J
<:'
<\
I\"
<\~
HOIG V7", Q2.L-\O
Vl69
IlvrAE21011 01
0:;'<1 I-- ,C;-;)
"IS:
\"3
"5
..
L00l10VII0l1 WVlElllvr
2
0
''':,\
Co,,,, I-- '-S')
'S
S,
13
\'1_
Il" I
Go
V;w ;< 2
.L .•
c'.
CI922!1!C9I!OU '
111
9
IMC
rr
br
bl
bLO!GCI
\[\'I\~~
C\G.0'-. ,"''I''''
,C\'()I\\,)Q,\
I
COO'"
CISVAEf
~"'
COO'"
WGQ!nw
2VMO
I
I:!U6
21[1 011
em
.-
Cl5VIV1
21~E
11-1
v,urn~E.lEl52
'00
10
,
m
0"
0'01
0'001
Ii
I
I
I
:
I:
I
I
I!
I
I
I
I
I
Ii
I
II
I
I
I
I
I
I
I
I
"
I
I
I
I
I
II
,
I
I
I
I
I
I
I
I
I
L
I
Ii
I
I
1
I
II
I
I
' I
I
"i
I!
I
J
II
I
I
I
I
I
I
I
I
I
I
I:
I
I -
<;8,
[>.~-S
I
,
II
I
I
I
I
I
. Hi,
I
.
I
I
I •
I
I
/
I
f-
2
.-\
'2,&,
<\
Ii
I
I
-
I
~/
,
1</--
2-IS
8.8'<:)
II
I
I-',~
t<
.:i
- 1
\'"",,-;1
3 1111"
-t
1101'
1110' "
1I10"1O
1..10' ..0
1010' 'SOO
n" 2' 2.lVIIIDVl:SD 81EAE 21:S:E
la
1ft
.
sa
'J
iI
~
....
~
i
,'0
,.~~i.
i~~\
\"'.
.-.
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
4:;j
I
,I
,I
,,I
I
,I