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U.S.

ARMY CORPS OF ENGINEERS

GEOTECHNICAL BORING DATA

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GROUNDWATER READINGS

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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#

(ft )

(t sf)

per

Classification

(%)

WI

WI

(%)

Foot

(pet)

(pet)

1

o -

2

0.00

Gray,

CLAY, very soft, with shell

fragments

CH

75.2

.

-

_~r"C"~'"

2

2 - 4

0.00

Gray,

CLAY, very soft, with shell fragments

...0'11

41.1.

69.7

9&.3

1"-..

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-

.' -

3

4 - 6

0.00

Gray,

CLAY, very soft, with shell fragments

CH

42.9

4

6 - 8

0.00

Gray,

CLAY, very soft, with shell fragments

CH

43.9

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

'0.

5

8

• 10

0.00

Gray,

CALY,

very

soft, with sand and shell

CbV

'43.4-

71.2 '102\.2

fraaments

'--

----~

6

10 • 12

0.00

Gray,

CLAY, very soft, with shell fragments

CH

59.3

7

12 - 14

0.00

Gray,

CLAY,

very

soft, with shell

fragments

CH

42.0

8

14 - 16

0.00

Gray,

CLAY,

very

soft, with shell

fragments

CH

69.9

9

17 -19

0.00

Gray,

CLAY,

very

soft, with shell fragments

CH

64.5

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

..

SOil ClaSSification,

..

Me: MOisture Content

q u : Unconfined Compressive Strength, W

0

H : Weight of hammer, WOP: Weight of pipe

70

.

57

90-52

Mechanical Analysis

PL

% Passing

(%)

#4

#10 #40 #100

26

20

88.0

84.3

81.3

79.1

Torvane

Shear

qu

Strength

(tsf)

#200

(1st)

72.9

0.06

0.00

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Controlled stress

0.00

C8J

Controlled strain

a

Test No.

Type of Specimen

Water content

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