---'---..------..

-----.~.:.-------.-:-

..

--------.-.--------.....:.~-:.....

..-:..____

~

__

~.

______..

~

__.__

~,_",

__.

.:,..':~

..",_

.~."'

__._..O_._____.___

~'_.d,.,.,..''"~u_"

' ....------/

u.s. ARMY CORPS OF ENGINEERS

GEOTECHNICAL BORING DATA

PROJECT NAME

Y?cf'rr"ia

J,L;,

r

ohtl4m~~f'

~

LOO OF BORING NO.

'/0-6 I

LOCATION

I

STATION

4'15

TOO

DATE/TIME STARTED

0(;'/;5/

S

')

\?

5:30

en,

DATE

I

TIME

COMPLETED

II

//

6:/0

1

TIDE ELEVATION

i

2,9J

MLT DATUM

WATER DEPTH

5.50

---5

DEPTH

FROM

WATER SURFACE

/

TO BOTTOM OF BORING

2'1

50

WEATHER

/(

,"7//

(>~,

:V11J1

C'

DRILL RIG MANUFACTURE

MODEL NO.

.

C

F

-

.?

DRILLER

()po///,""

,;:;..)//'"....

or " ,/

I'

I

lO{ER

-"-va,

v

)

))QM:~/

oJ

DRILLER'S

I

LOOGER'S COMMENTS

_______________

Page_I_/~

/5KAIf

,

I

,

---

__-'---'-.________._.__ •__

,._..:.~._._.

________• ____•.•_ .•__••__.••_C••___.•_.___• ___ •••__.__••_._..__._..._.--_. "",--",_

BORING NO.

90-61

DATE: BEGIN

0.);fJI9Q

COMPLETE

()6!te!rO

JOB NO.

/4(.104

LOGGER

1~;/

PAGE

2

/

"3

!-<

z

:::>

to:

0

PROJECT

Yidm'a

[4,,'0

aWrn!'!

LOCATION/STATION/ELEVATION:

[w,

4:;51-001 Et.

..,

2.50' ttLT

!-<

zu

""

0

• <

> 3

tr..

z::.:::

0

'

.

"" "" g;l

DEPTH: AUGERED

WASHED

22

CORED

:r

..J..J ___

I

GROUNDWATER READINGS

E-t

c:..

c...

•

•

~

~

~

~

f;:

TIME

DEPTH

TIME

DEPTH

TIME

DEPTH

t1\

Q

'" '" 0. en

FIRST

V

r

1'11,00

i:

Z 1/.00

~:,

• .:J

5

.'

31/.00

'\;~

I--~·W

410.15

.>r..

CONS IS- 1 COLOR

ITENCY

F;l"'lo1'I

I~

.-.p,R?

//

It

r

/;

~

"

MINOR

I MAJOR

s;

e~>

c

4

(I

/j

CLAY

/;

/1

'"

MODIFICATION

/'

.w

SI'l""

.. "

•

_

vi!~1"

'I:J(

cr

;CI/><>"f"~

.

./

..

I

!

J,-'I

_W'

.

},(.d'

.~

.

,

tr.J

r«'-~Y''?'J

r

I-

i-

~

-

1-

10

vfrofl::

G~

.,f

r,..r!6~rh

S;('"

[I-AY

I!"

\

/

A

'

'~

_w/5 ht

(tJ

i

£.r MY;'"

J

)')A-{ 'j

.' "'v'"

~

,f

/;

,

/;

f

. j)

is

!u.Jv f:)

5C1.AMf

7';.:

f

IS

{;'.j:r

Inslv/fl:l/f

~"';:

.

ij

CJ

I

3.50

1/

/;

Ii

/,-

II

"

SO.IH-(

;.

.'1

:)

,,~-

:.;

~-¥I,

c:

I

3,501

/,

l'i

-;/

~;/

,/ r

()

,'1

_v.JJ>"ns

-20

c

10

13'.

5

°1';:

1

//

,;-

60 l:t"'.Ym

~25-

I- -

~

.

CONTNl!ED:

0 YES

Iiil

NO

4

8c)";...

~

t7

---

j,{

Project

CHANNEL TO VICTORIA

SUMMARY OF LABORATORY TEST RESULTS

~<;

'1

c"Cc;f

VICTORIA, TEXAS

Boring No.

90-61

SPT

Dry

Wet

Depth

PP

Blows

Visual

USC Me

Unit

Unit

S#

(ft)

(tsl)

per

Classification

('/0)

WI

WI

=

Foot

(pel)

(pel)

1

0{3,t

1.00

Gray, SILTY SAND, medium dense, with

SM

20.2

silt pockets

2

2 - 4

1.00

Gray, CLAYEY SAND, medium dense, with

~

20.0

107.7 129.3

shell fraaments and silt

3

4 - 6

1.00

Gray, CLAYEY SAND, medium dense, with

SC

20.1

shell fragments

4

6 - 8

0.75

Gray, CLAYEY SAND, medium dense, with

SC

20.7

108.3 130.7

calcareous nodules

8 - 10

No recovery

5

10 - 12

Light gray and brown, CLAYEY SAND, loose,

SC

22.8

/",

with shell fraaments

6

12l::J

0.75

Brown and gray, CLAYEY SAND, medium dense,

SC

21.1

with shell fragments

7

14 - 16

2.50

Brown, SANDY CLAY, very stiff, with sand pockets CL

21.8

108.1

131.6

8

16 - 18

3.00

Brown, SILTY CLAY, very stiff, with sand

CL

19.1

'pockets

9

18 -

20

2.00

Brown, SILTY CLAY, very stiff, with sand

CL

22.6

106.1

130.1

,pockets

10

20 -22

2.50

Brown, SANDY CLAY, very stiff, with sand

CL

24.1

104.0 129.1

pockets and vertical sand seams

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

..

SOil Classification,

..

Me: MOisture Content

q u :

Unconfined Compressive Strength, W

0

H : Weight of hammer, WOP: Weight of pipe

LL PL

('/0) ('/0)

#4

NP

NP

99.4

30

14 86.3

28

15

100.0

27

18

100.0

Mechanical Analysis

% Passin!=)

#10 #40 #100 #200

97.5 94.7

76.8

30.2

83.9

81.6

75.1

38.4

100.0

100.0

97.3 51.1

100.0 99.9 97.1

52.0

Torvane

Shear

qu

Strength (tsf)

(tsf)

0.35

0.14

0.30

I

!

0.26

---

Projecl

CHANNEL TO VICTORIA

SUMMARY OF LABORATORY TEST RESULTS

VICTORIA, TEXAS

Boring No.

SPT

Dry

WeI

Deplh

PP

Blows

Visual

USC Mc

Unil

Unil

S#

(It)

(Isf)

per

Classificalion

(%)

WI

WI

Foot

(pcl)

(pcf)

1

o -

2

1.00

Gray, SILTY SAND, medium dense, wilh

SM

20.2

sill

pockels

2

2-4

1.00

Gray, SILTY SAND, medium dense, wtth

SM

20.0

107.7 129.3

shell fragmenls and clay poCkels

3

4 - 6

1.00

Gray, CLAYEY SAND, medium dense, wilh

SC

20.1

shell Iraomenls

4

6 - 8

0.75

Gray, CLAYEY SAND, medium dense, wilh

SC

20.7

108.3 130.7

calcareous nodules

8 - 10

No recovery

5

10 - 12

Lighl gray

and brown, CLAYEY SAND, loose,

SC

22.8

with

shell fraoments

6

12 - 14

0.75

Brown and gray, CLAYEY SAND, medium dense,

SC

21.1

with

shell fragments

7

14 - 16

2.50

Brown, SANDY CLAY, very stiff, with shell

CL

21.8

108.1 131.6

I pockets

8

16 - 18

3.00

Brown, SILTY CLAY, very stiff, with sand'

CL

19.1

pockets

9

18 -

20

2.00

Brown, SILTY CLAY, very stiff, with sand

CL

22.6

106.1 130.1

pockets

~ ~

10

20 - 22

2.50

'"

1TIt-

~

..

dense,

i!th

day

SC

24.1

104.0

129.1

c

ets-'

.""

\\'\

t\

\ i,J-\'\

V

J~)-j

.

Cf

S # . Sample Number, P P . Pocket Penetromeler Reading, USC. Unified SOil Classilicatlon,

-

.

M c : MOisture Content

q u : Unconfined Compressive

Strength, W

0

H : Weight of hammer, WOP: Weight of pipe

90-61

Mechanical Analysis

LL

PL

% Passing

(%) (%)

#4

#10

#40 #100

NP NP 99.4 97.5 94.7 76.8

30

14

86.3 83.9 81.6 75.1

28

15 100.0 100.0 100.0 97.3

27

18

100.0

100.0 99.9 97.1

Torvane

Shear

Slrenglh

#200

(lsI)

30.2

!

\

38.4

51.1

(

45.5

qu

(Isf)

...

0.35)

---\

0.14

..

'~"---

(f 1

-5'

5:-

)

.

/

"', I

, ',-

~

,

_

-~

ii'

0.30

)

-~

,

!

'0.26,1.

.,/'

i

,

I'ii

\c.-

,.'

,I

!.

.'

I

'I,' ,i' I

)-

,

/: \'J \. "

I,

"-" ,I

I

I

---

~!

...

~

.;

z

-"

...,

o

Failure Sketches

0.4

~

0.3

<!

.,.

;::-

~

.;

~

'"

0.2

VI

.,.

~

'"

~

0-

E

u

0

0.1

o

Controlled stress

0.0

0

~

Controlled strain

Test No.

Type of Specimen

Waler conlent

Q

Void ratio

:2

Saluration

.5

Dry

density. Ib/cu

II

Time to failure, min

Unconfined c0rn.ftressive

strength. T/sq t

Undrained shear strength,

T/sq

ft

Sensitivlty ratio

Initial specimen d'iometer,

in.

Initial specimen height, in.

5

10

Axial Strain,

~

1

Undisturbed

w,

20.0

"

eo

So

"

1.

107.7

4

3.15

q,

.35

S,

.18

S,

Do

2.790

H,

5.610

"

"

EM 1110-2-1906

Appendix XI

30 Nov 70

15

20

I

"

"

I

"

",

I

I

i

I

I

Classification

Gray and brown. CLAYEY SAND

LL

NP

Remarks

ENG FORM 3659

1 JUN 65

I PL

NP

I PI

NP

I

G.

Project

CHANNEL TO VICTORIA. TEXAS

.

I

Area

Channel to Victoria in San Antonio Boy. Texas

I

Boring No.

90-61

Sample No.

2

Depth

EI

2-4 It

Dale

8/1/90

UNCONFINED COMPRESSION TEST REPORT

I

PLATE XI-2

Geotest Engineering. Inc.

PLATE

---

...

*1

...

Z

o

-,

.fl

o

F<Jilure Sketches

0.16

~

0.12

~

"

m

~

,;

m

U>

~

0.08

.~

m

Q.

~

E

0

<.>

0.04

D Controlled stress

0.00

~

Controlled strain

0

Test No.

Type of Specimen

Waler conlent

~

Void rolio

.£

Saturation

Dry

density. [b/eu

ft

Time to failure, min

Unconfined comftressive

strength, T/sq t

Undrained shear strength. T/sq ft

S~m5itil,llty

rotio

Initial specimen diameter, in.

Initial specimen height, in.

5

..

w,

So

y,

~

q.

S.

s..

Do

H,

10

Axial Strain,

se:

1

Undisturbed

20.7

~

~

108.3

6.27

.14

.07

2.790

5.780

~

,.

EM 1110-2-1906

Appendix XI

30 Nov 70

I

I

i

15

20

,.

~

,.

~

Classification

Gray, SANDY CLAY, firm, with calcareous nodules

LL

30

Remarks

ENG FORM 3659

1 JUN 65

I PL

14

I PI

16

I

G.

Project

CHANNEL TO VICTORIA, TEXAS

Areo

Channel to Victoria in San Antonio Bay. Texas

Boring No.

90-61

Sample No.

4

Depth

EI

6-8

ft

Dole

8/1/90

UNCONFINED COMPRESSION TEST REPORT

PLATE XI-2

Ceotest Engineering. Inc.

PLATE

---

;;,

...

...

'"

z

o

-'"

--,

o

Foilure Sketches

0.4

~

0.3

<!

m

.,.

;::-

.;

m

iii

~

0.2

.~

m

~

"

0-

E

0

()

0.1

o

Controlled stress

0.0

~

Controlled strain

0

Test No.

Type of Specimen

Water content

;g

Void rotio

:s

Satur<ltion

Dry density. Ib/cu It

Time to failure. min

Unconfined

com~ressive

strength. T/sq

Undrained shear strength, T/sq ft

Sensitivlty rotio

Initial specimen diameter, in.

Initiol specimen height, in.

5

10

Axlol Strain, SI)

1

Undisturbed

"

21.8

"

"0

So

"