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............. -

U.S. ARMY CORPS OF ENGINEERS

GEOTECHNICAL. BORING DATA

PRaJECT NAME

Vi

cA:o

~

DAd

4

eM CU1 n

tf'

I

LOG

OF BORING NO.

qo

-

JB

lOCATION / STATION

__

,-,1

3""0'-+:...:0"-'0"--_______

DATE/TIME STARTED

06(f4 {qO

Q

I; 30

(n,

DATE/TIME COMPLETED

/t

/(

2: 12"

It

TIDE ELEVATION

-7

7.00

I

MlT DATUM

~y;'l

WATER DEPTH

I

7.33

..,.<;,?'?

DEPTH

FROM WATER SURFACE

I

TO BOTIOM

a:

BORN3

,/:.7. 33

WEAnER

arrwv

tR

JtA11~

DRILL RIG MANUFACTURE

MOOEl NO.

CF -5

DRilLER

o

c""'"f

Jt

'0

(rt-~

u;n~

Axis"

UAzeaidis

DRILlER'S/lOGGER'S COMMENTS

_____

~

_________

Page

---

1/3

'.

,

'

---

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________._._"__'___

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,=;,,_"=."~_~'='C~=~=~~_'_."="~===~"'~'ll~~~~_="il~.~,~,,,,,.

tolO

~

.:;jU

BORING NO.

JOB NO.

PROJECT

10-36

DATE: BEGIN

OG/I1/W

COMPLETE

06/11/'Ip

/4GAo4

.

LOGGER

Mr

PAGE

b /

3

'iifiirii

JM" rA1

((M"fI tl'

T ""'AI

"naHuN/ELEVATION:

Stq,

1301007 ceo

+

7.001117

o

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__________________________________________________________--;

~

~

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/

•

tol tol

~

=l

DEPTH: AUGERED

WASHED

20

CORED _________

::c

0-1

0-1

......

I

GROUNDWATER READINGS

~

~ ~ ~ ~

TIME

I

DEPTH

I

TIME

I

DEPTH

I

TIME

I

DEPTH

t1\

~

'" '" 0.. '"

FIRST

I

I

I

I

I

V

1-0

CONSIS-

I

COLOR

TENCY

MINOR

I

MAJOR

1.25 1

St:1f(.

~

Sld !Ht,

CLAY

MODIFICATION

3,[}0

v/J8U

~

RTw"

Sit~

ij

I '

I-

HO

I-

-'10.

I-

...,

I-

-1

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Tow>

12',2'>

v/JfJ#

I(

'!:;IZ75

! (;

-S,?~

I

1/

&»{

f

T&<o, j

f~

ft;lt

()

c,rJ

If

TUA-J

1':{2.25'1

.f

,

f

B 7.15

1

¥

,

~

.?5lJ1

1/

f

[lol;'5D

Istif.t

,f'

eL:A)",

9

I(

I;

/1

/;

'I

1/

,_

w

/ CQ(

c~

.w,w.t'tJ

_w/~ Sit~

((~

e'd

er

G~:t/

_""lea

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1«1J.»..ttJ

_w/cafa.vrfJUJ

wrxiMetJ;

~ I/J~h

If

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)

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I-

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8.5

ij

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I;

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1/

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-

.8otf=rJ o-/.

Bo ...,';;

,-

h

~

~

1-

r-

CONTNUED:

0 YES

IliI

NO

.

---

Project

VICTORIA SHIP CHANNEL, TEXAS

SUMMARY OF LABORATORY TEST RESULTS

Boring No.

SPT

Dry

Wet

Depth

PP

Blows

Visual

USC

Me

Unit

Unit

LL

S#

(It)

(tsl)

per

Classification

('Yo)

WI

WI

('Yo)

Foot

(pcf)

(pel)

1

o

- 2

1.25

Light gray

and gray, SILTY CLAY, stiff, with sand

CL

21.5

.

seams

2

2 - 4

3.00

Light

gray

and tan, SILTY CLAY,

very

stiff, with

CL

20.1

109.8 132.0

sand and calcareous nodules

3

4

- 6

2.00

Light gray and tan, SANDY CLAY, stiff, with sand

CL

23.2

pockets

4

6

- 8

2.25

Light gray

and tan, CLAY,

very

stiff, with sand

CL

22.9

103.5 127.2

5

8

- 10

2.75

Tan, CLAY, very stiff, with silt seams and

CL

18.0

"

calcareous nodules

6

10

-~.

-::/

3.25

Tan, CLAY, very stiff, with sand pockets

CL

21.4

7

12 - 14

2.25

Light gray

& tan, CLAY, very stiff, with large

CH

25.3

101.0 126.6

calcareous nodules, slickensided, blocky structure

8

14

- 16

2.25

Tan & light gray, CLAY, very stiff, with

CH

26.6

slickensides

9

16 - 18

2.50

Tan & light gray, CLAY, very stiff, with

CH

27.6

calcareous nodules

10

18 - 20

1.50

Tan, CLAY, stilf, with calcareous nodules,

CH

24.3

slickensided

•

S # : Sample Number, P P : Pocket Penetrometer Reading, USC. Unliled

..

SOil Classlflcallon,

..

Me. MOisture Content

q u : Unconfined Compressive Strength, W

0 H : Weight of hammer, WOP: Weight of pipe

44

66

90-38

Mechanical Analysis

PL

% Passina

('Yo)

#4

#10 #40 #100

100.0 99.9 99.8 99.3

99.7 99.6 99.6 99.4

24 99.7 99.7

99.7 99.6

--1

I

Torvane

I

Shear

qu

Strength (tsf)

#200 IIsn

0.50

84.8

93.9

0.70

1.02

97.4

0.63

---

...

*1

,;

Z

.t>

-,

o

Failure Sketches

1.6

~

1.2

<!

.,.

~

~

.,;

~

iii

~

0.8

.~

0

a.

~

E

0

()

D.4

D

Controlled stress

D.D

C8J Controlled strain

D

TEist No.

Type of Specimen

Waler content

"0

Void ralio

'"

E

Saturation

Dry densily, Ib/cu It

Time to failure, min

Unconfined comftressive

strength, T/sq t

Undrained shear strength. T/sq ft

Sensitivity ratio

Initiol specimen diameter, in.

Initial specimen height. in.

5

Wo

eo

So

y,

~

q.

S.

S,

Do

Ho

10

Axial Strain,

~

1

Undisturbed

22.9

,.

,.

lD3.5

3.25

1.02

.51

2.79D

5.690

,.

,.

EM 1110-2-1906

Appendix XI

30 Nov 70

15

20

"

,.

"

,.

i

Classification

Light gray and tan.

Silly

CLAY, very stiff. sand partings

LL

Remarks

ENG FORM 3659

1 JUN 65

I PL

I PI

I

G.

Project

CHANNEL TO VICTORIA, TEXAS

Area

Channel to Victoria in San Antonio Bay, Texas

Boring No.

9D-38

Sample No.

4

Depth

EI

6-8

ft

Dale

7/28/90

UNCONFINED COMPRESSION TEST REPORT

PLATE XI-2

Ceotest Engineering, Inc.

PLATE

---

...

o

...

'"

z

o

.0

-,

o

_____

._._._~~

..___....__•.. __••.••.._ •.

~"

..___

. __._._,_._.._._C__"___'_'_'__

'_""~"_""

Failure Sketches

0.8

0

0.6

:!

;:

<T

m