~--

.----~-- -"----------.-"~

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

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

,,,.,,-,-----

·~--~·~-,-~_~_~~_·"·~~,_··_~_~_k

GEOTECHNICAL BORING DATA

PROJECT NAME

t/~/I'a

J~'.P

C1t

fMmt

f

i

LOG

OF BORING NO.

90-60

LOCATION/STATION

460

tOO

DATE/TIME STARTED

/

:

,~

(}5/8,1':,)

tY

4:45 1'''''

DATE/TIME COMPLETED

1

{I

2: 7:;- /(

TIDE ELEVATION

I 7.9J

WATER DEPTH

-f

IO,O()

DEPTH FROM WATER SURFACE

/

TO BOTTOM OF BORING

2:7,50

WEATHER

(t4.w=

f

fU#V'/Z.<'f

('I'

DRILL RIG MANUFACTURE

MODEL NO.

C

F

-

S

MLT DATUM

-

-7

'C'-->.

....

-.~

,...

Otmf!"'t('./~'?-

DRILLER

In-~

.

If

1/1) '>'(A""

_:(.-" /

LCQ3EfI

v

DRILLER'S/ LOGGER'S COMMENTS

_______________

Page_I_/~

fj,!-.4f

I

t

"

,

,

,

---

!-o

z

::>

!-o

'"

ZU

0

'"

.<

'"

....

o

z

>

'"

;J:

0

c ..J

.

'"

'" !-o '"

:r

..J

..J .....

I

E-<

""

""

""

~

~

Z

E-<

'"

Q

"'''"

'"

til Il.. tr.;

1-0

,

/.00

..

~

I

,

:1

';' 2

a

J

5

I- .>

If

- 'C

.J. - ,-

Wi 4

/,00

"'S 1.00

f-/D.

~

/. a'J

~0

.r

<.0-..:....-.

I

~

3.00

T

,I-

I-

6.

til

B

3.5)

:,.'

cr

::.5J

1-

70

•

1-2'5".

'- -

l-

.

••_____''''__

' •____

" _ .._.__

~

..

~

____

~.

___

~_.~.~~~

_____

~~,.~~".~.~

.•

_.~,~.~~_'

_'_,,_'

__

.~

...

~"""._'A_~'

___'

BORING NO.

qO-bQ

DATE:

BEGIN

061J8/10

COMPLETE

06/J13

L~o

JOB NO.

146-if04

LOGGER

T~

PAGE

Z / 3

PROJECT

IIi

,.(... ,

"S1..'D

LA.,/.1t", ..;;;--

LOCATION/STATION/ELEVATION:

'

slzJ,

"4t;(1 -1.0(")"

/

£1.

+-

1.50

HL

7'

DEPTH: AUGERED

WASHED

/:;'.50

CORED

GROUNDWATER READINGS

TIME

DEPTH

TIME

DEPTH

TIME

DEPTH

FIRST

~

CONSIS-

COLOR

MINOR

MAJOR

MODIFICATION

TENCY

(LA,

F,'VW!

~

fTC<NJ

Sie~

-

-

(

~

-

/ f'

,

1/

It

~

- VII

"W)9".'}"!!'Y"'l(':

-

-----.--.--

-"-'"

-

Soft

~v/

R

C?:v...{O<.J

S

AtrO

_ 7-. ':,"

s

ClAA>f

I't

-

'(d~I>W"!

),

li ('

"

~hf.,f ~:""/

----

.. ----,--

.

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

-

-,---_..

-

J

- - - --

-,,-

--.

II

- --- --_._

!'

.

-

(

5'.

fTj

Cl..I>Y

_ wiJOM

;

"

sa..,p

, '

-

6Y>'-m

U

/1

P

-

?

9-

f.'

4-

_ w/ f /M"\',

8

5UWf t

1-

II

"I

I-

(/

"

Sir~

~

_ -:r

fctN'~

r •

1-

"

U

,1 •

1/'1

JCJoM It

-

v/Sb'ff

1

,i'

t?

_wl>ewoJ

f)/"

(Yyt:-~

:,

-

"

"

-

If

f

,}-

,..

-

! !

S!hW'

P

,

>

I-

..

"

1-

10.5

S'./I

M

1

'

,

/.I

1/

~

-

-

/

'---.'

-

---

g,,:

!

,'--,-','1

"

6',)

'r ,,"

y,

~I

-

~.

"I.. -

"-

-

,~

f--

I-

I-

-

-

'-

-

-

-

-

I-

-

;-

-

"

"

I-

-

- ----

CONTNUED:

0 YES

13 NO

"

,

.

,

,

---

Project

CHANNEL TO VICTORIA

SUMMARY OF LABORATORY TEST RESULTS

VICTORIA, TEXAS

Boring No.

SPT

Dry

Wet

Depth

PP

Blows

Visual

USC Me

Unit

Unit

LL

S#

(It)

(tsl)

per

Classification

("!o)

Wt

WI

("!o)

r

Foot

(pcf)

(pel)

1

o

1

2

1.00

Gray, SANDY CLAY, stiff

CL

26.9

~

2

2~

1.50

Bluish green, CLAY, stiff, with

silt, traces of

CH

33.4

86.1

114.8

sand and calcareous nodules

3

4W-

.

Yellowish brown, light green and dark gray, SILTY

SM

SAND very loose with clay

4

6

• 8

2.00

Gray and brownish yellow, SILTY CLAY, stiff,

CL

19.4

with

large sand pockets

5

8

• 10

1.50

Gray and yellowish brown, SANDY CLAY, stiff,

CL

21.1

106.3 128.8

f'-,

with silt and calcareous nodules

6

10~

2.00

Gray and brown, SILTY CLAY, stiff, with

CL

21.7

calcareous nodules

7

12

• 14

3.75

Gray and brown, CLAY, very stiff, with silt

CH

17.4

partings

.

8

14

• 16

4.50

Brown, CLAY, hard, with silt partings,

slickensidec

CH

20.4

106.7 128.5

9

16

• 17.5

4.50

Brown, CLAY, hard, with silt partings

CH

19.1

S

# :

Sample Number, P P : Pocket Penetrometer Reading, USC: Unified

"

SOIl Classification,

"

M c : MOisture Content

q u : Unconfined Compressive Strength, W

0

H : Weight of hammer, WOP: Weight of pipe

55

25

55

90.60

Mechanical Analysis

PL

% Passing

("!o)

#4

#10 #40 #100

22

100.0 100.0 99.6 99.1

99.9 99.8

99.6

93.1

16

99.9 99.8 99.4 96.8

20 100.0

100.0

100.0

100.0

Torvane

Shear

qu

Strength

(tsf)

#200

(tsl)

93.6

0.33

30.4

67.1

0.10

100.0

1.45

---

Project

CHANNEL TO VICTORIA

SUMMARY OF LABORATORY TEST RESULTS

VICTORIA, TEXAS

Boring No.

SPT

Dry

Wet

Depth

PP

Blows

Visual

USC

Mc

Unit

Unit

LL

S#

(It )

(tsf)

per

Classification

(%)

WI

WI

(%)

Foot

(ocf)

(ocf)

1

o -

2

1.00

Gray, SANDY CLAY, stiff

CL

26.9

2

2

- 4

1.50

Bluish green, CLAY, stiff, with silt, traces of

CH

33.4

86.1

114.8

sand and calcareous nodules

.

3

4.6

-

Yellowish brown, light green and dark gray, SILTY

SM

SAND

with clay

4

6.8

2.00

Gray and brownish yellow, SILTY CLAY, stiff,

CL

19.4

with large sand pockets

5

8

- 10

1.50

Gray and yellowish brown, SANDY CLAY, stiff,

CL

21.1

106.3

128.8

with silt and calcareous nodules

6

10 - 12

2.00

Gray and brown, SILTY CLAY, stiff, with

CL

21.7

calcareous nodules

7

12 . 14

3.75

Gray and brown, CLAY,

very

stiff, with silt

CH

17.4

Ipartings

8

14

- 16

4.50

Brown,

CLAY, hard, with silt partings

CH

20.4

106.7 128.5

9

16

- 17.5 4.50

Brown,

CLAY, hard, with silt partings

CH

19.1

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

..

SOIl Classification,

..

M c . MOisture Content

q u : Unconfined Compressive Strength, W

0

H : Weight of hammer, WOP: Weight of pipe

55

25

55

90-60

Mechanical Analysis

PL

% Passing

(%)

#4

#10 #40

#100

22

100.0

100.0

99.6

99.1

99.9 99.8 99.6

93.1

16 99.9 99.8

99.4

96.8

20 100.0 100.0 100.0 100.0

I, .

Torvane

Shear

qu

Strength

(tsf)

#200

(IsO

1

93.6

0.33

30.4

..e

Y

)"

I'

">",,, .

67.1

0.10

/

~

/

J

l/

100.0

1.45

---

....

;f

~:

.;

z

-"

-,

o

""__"___

~

__._,,___,,__

._~_.

__

~

_____

~_::..-.

..

~,,_,,~,.~~_w~_,

..

~_._m.'.

__

~_">""_"~~,_~".~~'_.~

___

"~,,_~.~

__

~~~

__

o"_~>' '~~

__

'_.'~_'_"'''~_'~'~_m

__

.~'

Failure Sketches

0.4

0

0.3

.,

<T

~

~

,.;

0

v

~

0.2

.~

~

a.

0

v

E

0

()

0.1

o

Controlled stress

0.0

~

Controlled strain

0

Test No.

Type of Specimen

Waler content

]

Void rotio

:f

Saturation

Dry

density.

Ib/

cu

It

Time to failure. min

Unconfined comftressille

strength. T/sq t

Undrained shear strength, T/sq

ft

Sensitivity r<ltia

initial specimen diameter, in.

Initial specimen

hei9hl.

in.

5

Wo

eo

50

r.

~

q.

S.

S.

Do

Ho

10

Axial Strain,

~

1

Undisturbed

33.4

It

It

86.1

3.62

.33

.17

2.825

5.590

,.

,.

EM 1110-2-1906

Appendix XI

30 Nov 70

15

20

I

,.

It

:

It

It

I

I

Classification

Bluish green, Silty CLAY, stiff, with sand and calcareous nodules

LL

55

Remarks

ENG FORM 3659

1 JUN 65

I PL

22

I PI

33

I

G.

!

Project

CHANNEL TO VICTORIA.

TEXAS

Area

Channel to Victoria in San Antonio Bay. Texas

Boring No.

90=£0-

/

Sample No.

2

Depth

(/

2-4 ft

Date

8/1/90

EI

\

-"

UNCONFINED COMPRESSION TEST REPORT

PLATE XI-2

Geotest Engineering. Inc.

PLATE

---

"C-.~O~'W"'~'~~~.

'"

a

'"

..,.

Cl

Z

o

.0

-,

o

-~_'_'-c~c-'~.

_._.

~'

__

'.c~cc~c,_~·~c~

••••_._,_,,__

._.•

_~'_-'.---_._

••"._

Failure Sketches

0.16

~

0.12

'"

<T

m

;::,.

,;

m

~

0.08

'm

~

~

"-

E

0

0

0.04

o

Controlled stress

0.00

~

Controlled strain

0

Test No.

Type of Specimen

Waler content

'0

Void ratio

~

SolurCltion

Dry density, Ib/cu It

Time to failure, min

Unconfined

comftreSSiVfi

strength, T/sq t

Undrained shear strength, T/sq

ft

Sensitivity ratio

Initiol specimen diameter, in.

Initial specimen height, in.

5

10

Axial Stroin,

~

1

Undisturbed

w,

21.1

,.

eo

So

,.

1',

106.3

~

1.33

q.

.10

S.

.05

S,

Do