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

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I"'"- \ 'S'1_

EISA OL DGDW

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NO.

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SAMPU

IJJIOIlATORY

ClASSIFICATION

GRAVEL

SAND

FINES

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An[RBERG

SPEClflC

UMITS

GRAVITY

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''lo\-

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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

---

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