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GEOTECHNICAL BORING DATA

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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)

(tsf)

per

Classification

('!o)

Wt

Wt

('!o)

/"

Foot

(pet)

(pet)

1

t>Q;}

WOP

Dark gray, CLAYEY SILTY SAND, very loose, with

SM

31.9

shell fraaments

2

2

• 3.5

WOP Dark gray, SANDY CLAY, very soft, with silt

CL

40.7

and shell fraaments

3

4

.6

0.00

Gray, SANDY CLAY, very soft, with silt

CL

44.3

and

shell lraaments

4

6

• 8

0.00

Dark gray, SANDY CLAY, very soft, with silt

CL

48.9

71.3

106.1

and shell fragments

5

8 - 9.5

WOP

Dark gray, SILTY CLAY, very soft, with sand and

CL

44.7

shell fragments

6

10 - 12 .0.00

Dark gray, SILTY CLAY, very soft, with sand and

CL

36.9

87.0

119.2

shell fragments

7

12 . 13.5

WOP Gray, SILTY CLAY, very soft, with shell

CL

45.8

fragments

8

14 • 15.5

WOP Gray, SANDY SILTY CLAY, very soft, with shell

CL

32.4

fraaments

9

16

• 17.5

WOP

Dark gray, SANDY SILTY CLAY,

very

soft, with

CL

35.8

shell fragments

10

18 • 19.5

WOP Bluish green and

gray,

SILTY CLAY, very soft,

CL

33.4

with

shell fragments

11

20.5 • 22

WOP

Gray,

SILTY SANDY CLAY, very soft, with shell

CL

35.8

fraoments

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

..

SOil Classification,

..

Me: MOisture Content

q u :

Unconlined Compressive Strength, W

0

H : Weight of hammer, WOP: Weight of pipe

27

37

29

25

90.47

Mechanical Analysis

PL

% Passino

('!o)

#4

#10

#40

#100

99.4

98.7

95.9

74.7

99.4 98.5 96.4

82.1

15

99.1

97.9

96.7

91.3

13

100.0 100.0

991

99.3

Torvane

Shear

Strength

#200

(tst)

40.0

0.06

53.7

0.08

70.3

0.01

V

98.9

qu

(tst)

0.06

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