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PROJECT NAME

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DATE

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10-49

DATE: BEGIN

06//1190

COMPLETE

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CONTNUED:

0 YES

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NO

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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

Mc

Unit

Unit

LL

S#

(ft)

(tsf)

per

Classification

("!o)

WI

WI

("!o)

Foot

(pcf)

(pcf)

1

0-2

0.00

Gray, CLAY, very soft, with shell

fragments

CH

54.3

2

2 - 4

0.00

Gray, CLAY,

very soft, with shell fragments

CH

46.3

73.8

108.0

3

4 - 6

0.00

Gray, CLAY, very soft, with shell fragments

CH

42.6

4

6 - 8

0.00

Gray, CLAY, very soft, with sand and shell

CH

41.6

77.4

109.6

fragments

5

8 - 10

0.00

Gray, CLAY, very soft, with shell fragments

CH

52.6

6

10 - 11.5

WOP

Gray, CLAY, very soft, with shell fragments

CH

51.1

7

12 -14

0.00

Gray, CLAY,

very soft, with sand and shell

CH

59.9

68.8

110.0

fragments

8

14 - 16

0.00

Gray, CLAY,

very soft, with sand and shell

CH

67.0

fragments

9

16 - 18

0.00

Gray,

CLAY,

very soft, with shell fragments

CH

69.3

10

18 -20

0.00

Gray,

CLAY,

very soft, with shell fragments

CH

65.8

S # : Sample Number, P P : Pocket Penetrometer Reading, USC : Un,l,ed SOil Classification, M c : MOisture Content

q u :

Unconfined Compressive Strength, W 0 H : Weight of hammer, WOP: Weight of pipe

....

53

64

63

90-49

Mechanical Analysis

PL

% Passing

("!o)

#4

#10

#40 #100

20

100.0 100.0

99.9 99.7

21

100.0 99.5

98.7 96.7

30

96.1

94.8 93.6 89.7

Torvane

Shear

Strength

#200

(tsf)

99.4

87.7

0.04

72.5

qu

(tsf)

0.00

,

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Failure Sketches

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0

0.06

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0-

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0

Ui

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0.04

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0

~

E

0

(.)

0.02

D

Controlled stress

0.00

C8J