Hoi e No. 3ST-1B

DRILLING LOG

T01VISION

I

Southwestern

II'CSTALLA nON

Galv Dist. Eng Div

I

SHEET

OF'

SHEETS

1.

PROJECT

10. SIZE AND TYPE OF BIT

Neches River - Channel to Evadale

11. DATUM FOR ELEVATION SHOWN

(TBM

or

MSL)

2. LOCATION

(Coordinates-

or

Station)

3. DRILLING AGENCY

12. MANUFACTURER'S DESIGNATION OF DRILL

U. S. Army Corps of Engineers

4. HOLE NO.

(As shown

on

dr8win~

title

I

and file number)

5. NAME OF' DRILLER

Curtis

6. DIRECTION OF HOLE

o

VERTICAL DINCL,lNED

7. THICKNESS OF OVERBURDEN

e.

DEPTH DRILLED INTO ROCK

9. ToTAL DEPTH OF HOLE

35.0

3ST-1B

DEG. FROM VERT.

13. TOTAL NO. OF

OVER~

~D1STURBED

BURDENSAMPLESTAKENl 5 J

ars

14. TOTAL NUMBER CORE BOXES

15. ELEVATION GROUND WATER

TSTARTED

, 4 Mar

16. DATE HOLE

17. ELEVATION TOP OF HOLE

16. TOTAL CORE RECOVERY FOR BORING

19. SIGNATURE OF INSPECTOR

lUND1STURBED

,

,

'COMPLETED

4 Mar 1966

%

REMARKS

ELEVATION I DEPTH LEGEND

a

b

c

CLASSIFICATION OF MATERIALS

(Description)

d

%COREIBOX OR

RECOV- SAMPLE

ERY

NO.

e

f

(Dril1ing time, water -loss, depth

of

weathering, etc.,

if

significant)

g

0.0

6.7

11.9

15.0

lB.O

20.0

23.0

25.0

2B.0

30.0

6.7 -

111.9-:::

15.0=

lB.

0=

20.0 -

23.0-

25.0-:=

2B.0-

30.()-

35.0::

River Bank

Water

Sandy clay, org.

11\!9

-13~:0"

weight of 1 rod

~nd

tUbF

13.0-13.5 weight of hanuner dnd rodl

13.5-14.0 1 blow

14.0-14.5 2 blows

Same as below, washed

Gray

sand,

at 19.0

18.0-1B.5

lB.5-l9.6

19.0-19.5

thin layer of cla)

no count

4 blows

6 blows

Same as below, washed

Gray

sand, decayed wood, gravel

no recovery, washed sample

23.0-23.5 no count

23.5-24.0 8 blows

24.0-24.5 10 blows

24.5-25.0 no count

Same as above, washed

Gray sand

2B.0;2B~5

2B.5-29.0

29.0-29.5

and gravel, washed isample

no count

7 blows

B

blows

Gray

sand, no drive, unable

to set casing, washed sample

BOTTOMED

Water depth 5.2

Note - Unable to get casing

~elow

3b.0

Jar

1

Jar 2

Jar

3

Jar

4

Jar

5

I

PROJECT

Neches River

ENG FORM

1836

PREVIOUS 'EDITIONS MAY BE USED

(EM 1110-1-1801)

1 APR.3

Channel to Evadale

........

_.- ---

".~

-

..

--~

..

----

..•....•....

~~-.

I

HOLE NO.

3ST-1B

---

0,

so

;:;

; 100"

I

,

,

Hor1z Deformation, in.

Shear Values

¢,

",29,

5'0

tan ¢'

(2,

5"65"

c'

=

{).O

Test Type (Check One)

Type of Specimen

Classification

LL

/vP

.lMAY6l

, 2092

•

..

;

,

,

•

'"

""0

,

,

~

-,,'

t';

/.0

"

~

,

,

i-I

+'

m

•

..

~

m

"

to

-"

/.0

,z.o

30

Normal Strese,

"

,

T/s'J,

f't

Test No.

I

2

3'

Water content

W

0

%

%

%

'f,

'"

.,.,

+'

Void ratio

e

0

~

Satuxation

S

%

%

%

%

H

0

Dry),~naitY

Ib eu

f't

rd

/M

/09

/08

Void ratio after

,

e

consolidation

c

Time for

56i[

.'

consolidation

min

t50

Water content

w

f

%

%

%

%

'"

~

Void ratio

e

f

'M

'"

Saturation

Sf

%

%

%

%

Actual time to

failure, min.

t

f

?

I"lr>

4?(}

~a

Normal stress

T/S'J,

f't

"

n,~

/,0

,3.0

lfaximum

Sh~

,

stre;:;;;'io T sa ft

T

irJ,?.R

I,/),

i',

t'J

;, /,",,?

o Controlled, stress

~Controlled,

strain

in. S'J,uare

CJ.

75

in. Thickness

Boring No.

Depth

=

(TRANSLUCENT)

Sample ,NO.

C 3437

I,

I

I

.I

!

j

j

ij

;I-

I

'.\

,

\

I

!

I

!

I

,

!

j..

I

!

I

!

I

~

!

I

I

,

l

,

!

!

,

I

!

I

I

!

,

L

~

I

I

!

~

~

I

!

---

.f">.....

·~t

~,'

;l;.?-.-

~

J";

'Ii!

:(';.?-.-

Pi

'Ii!

.1"~?-~

'Ii!

,..'

.

'.~'-->~-

..

,,~."--'---"'--~-,--

.....

~-".,.

SWG Form 267(C)

28 Jan 1965

"

~

,

PROJECT :

/VI"

C

h

f"" ;(;

v

('

r'

LOCATION:

C

h

tl

11

I?

e

I if' £lJi7 d

a

)

c

0

.

-

120

:r:

H

ClASSIFICATION

-

C>

t:4

...:I

<xl

~

Q

ELEVATION TOP BORING

f<,

. 0

-:Z::7'

.•

..,...

~-

~-

r'

. )

L_'1,

J-

illY. IS'

/;">_./.'._/,,;/) _,;(.-,:.;; ...- __).,...., ..

'!//

<"/,'

1/.

,:) _

/J)

~

f."L1F

0r"~,,,/

--:;/

/>./, ,/

_:...>~=;')/.~')

....,/

1;;-:";:::

o~

F"

,2 ')

/

/

~L

.<_

.

...)

-

"t~

~':'~

20 -.23

(---:-.;.

(~~:;;

r/

, -)

~)

r"')

,-:7

;~.

r-:,

-.

:;.~

.-:-;'--

J-S

23.:..75'

,

><

12.0'-,28

Cf-"l

2?!'

,f6

Cf-,\

30-,30

.-~--

.'

...:I

0

~

((lt~

.f;'-1'

SP

/>~>,/(-..-;..,/<'

,,/

..

<'.,

/'-

o,7 '

f-.._-

f--.

/-~',

_r

/.'1

~.-;)., -~)

. ,_"

\----

r-'

v./

.::.~?

:/ "1":-

j'"".-'

(-7'(".-. /.:) /

c:)

.

/:.. >

(,A~

r·'~·

/,r)

(

.

..

...

..

..

~

tl

b~

z

!il

<xl

tb

!;l~

H

'"

oH

S

t:4<xl

o~

0

t:4

J}11

f)

J)

/)

-"'~

?

r;'

..

..

BORING NO. 3.5

t~

I!?

TEST DATA SUMl1ARY

DATE DRILLED

-i"

/')-,/ .".,/.,::

H......

~

SIEVE ANALYSIS

~~

~~

H •

<xlH

'" 'H

H

ACC. WT. RTND.

t:4f<,

fii~

z

.-i

.-i

~~

PERCENT

~

---

<xl

•

.",

Q tJ

..

«:

•

SIEVE NO.

(3)

~5

tl~

...:I

t:4

""...:I

'"

.

:><

•

...:I

Q

~

H

&1

~

H

H...:I

:>:8

~'"

...

.0

H

120

0

00 00 00

"'''''

~

'"

f<,

H

z-<t