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GEOTECHNICAL BORING DATA

PAOJECTNAME

lidmio.

14

Ut0'ffnt"!

LOG OF BORING NO.

90

",.J 3

LOCATION/STATION

90

-I-

0

0

I'

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8

DATE /TIME STARTED

C):5/lc;/"'");'.'

55

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DATE/TIME COMPLETED

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oJ.

7.00

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I

WATER DEPTH

/0.50

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DEPTH FROM WATER SURFACE

TO BOTTOM OF BORING

2::(

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0

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l

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BORING NO.

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DATE: BEGIN

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COMPLETE

06/17/'10

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COLOR

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MODIFICATION

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CONTNUED:

0 YES

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---

Project

CHANNEL TO VICTORIA

SUMMARY OF LABORATORY TEST RESULTS

VICTORIA, TEXAS

BorIng No.

SPT

Dry

Wei

Depth

PP

Blows

Visual

USC Mc

Unll

Unll

LL

S.

( It)

(tsf)

per

Classification

(%)

WI

WI

(%)

Foot

(pcl)

(pcl)

1

0-2

0.50

Gray and yellowish blue, SANDV CLAV, firm, with

CL

21.5

calcareous nodules

2

2

- 4

1.50

Gray and yellowish blue, SANDV CLAV, stiff, with

CL

20.6

106.6 128.6

larae calcareous nodules

3

4-6

0.75

Gray and yellowish blue, SANDV CLAV, firm, with

CL

21.9

large calcareous nodules

4

6

- 8

2.50

Gray and yellowish blue, SANDV CLAV, very stiff,

CL

23.4

with

large, calcareous nodules

5

8

- 10

1.25

Gray and green, SANDV CLAV, sliff, wilh

CL

23.2

102.8

162.4

sillY clav pockels blockv structure

6

10 - 12

1.75

Gray and brown,

SANDV CLAV, stiff, with

CL

23.4

sltt pockets

7

12 - 14

3.00

Gray and brown, SANDV CLAV, very stiff, wilh

CL

sill packets slickensided

8

14.5-16.5

3.00

Gray and brown, SANDV CLAV, very stiff, with

CL

24.0

sill pockets

S # : Sample Number, P P : Pockel Penelrometer Reading, USC : Unified Soli Classification, Me: MOlslure Content

q u : Unconfined

Compressive Sirength, W 0 H : Weight of hammer, WOP: Weighl of pipe

27

31

90-63

Mechanical Analysis

PL

%

Passino

(%)

.4

#10

#40 #100

14 98.2 96.2 95.4 93.t

16 100.0 99.9 99.9

98.5

Torvane

Shear

Strenglh

#200

(tsf)

63.8

0.45

64.5

qu

(Isf)

0.19,

--.:.---,./

0.22

~i

I

I

!

,

I

I

:1

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i

I

I

'I

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t

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o

-,

.D

o

Failure Sketches

0.20

~

0.15

[J

'"

•

0-

;:::.

,,;

0

~

.!:; 0.10

<J>

••

~

e

0.

E

0

'"

0.05

o

Controlled stress

0.00

~

Controlled strain

0

Test No.

Type of Specimen

Water content

"

Void ratio

E

"'

Saturation

Dry density. Ib/eu

ft

Time do failure, min

Unconfined comftressive

stronglh, T/sq t

Undro'lned shear strength, T/sq ft

Sensitivity ratio

Initial specimen diameter. in.

Initial specimen height. in.

5

"

eo

S,

y,

to

q.

S.

S,

00

H,

10

Axial Strain,

51)

1

Undisturbed

20.6

"

106.6

"

2.92

.19

.09

2.825

5.590

:II

,.

EM 1110-2-1906

Appendix XI

30 Nov 70

15

20

:II

"

,.

,.

Classification

Gray and bluish yellow, SANDY CLAY, stiff. with large cQlcoreous nodules

LL

27

Remarks

ENG FORM

3659

1 JUN 65

I PL

14

I PI

13

I

G.

Project

CHANNEL TO VICTORIA, TEXAS

Area

Channel to Victoric in Son Antonio Bay, Texas

Boring No.

90-63

Sample No.

2

Depth

2-4

ft

Dale

8/1/90

EI

UNCONFINED COMPRESSION TEST REPORT

PLATE XI-2

Geotest Engineering, Inc.

PLATE

---

..

o

..

..,.

(5

Z

o

-,

.f:>

o

Failure Sketches

0.24

I'

iii

0.18

L-.J

;::.

'"

•

.;.