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BORING NO.

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DATE: BEGIN {)-5-!(-'! PAGE

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JOB NO.

IL(C it;fo

COMPLETE {lj'-11-9/Thin Walled T.'1ile

PROJECT

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LOCATION

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ELEVATION OF HOLE ---------------0:.--7-------

MANUFACTURER'S DESIGNATION OF DRILL RIG

_-I-f_-..;;3L:-0_______

GROUNDWATER: DEPTH 3

ft., ELEV.

ft., at end of Drilling

WEATHER

f!!i!-:LY 'CLo(;jiY

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STRUCTURAL FEATURES

AND COMMENTS

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GEOTEST ENGINEERING, INC.

•

---

•

JOB NO.

14G459

DATE

4/25/91

PROJECT

CHANNEL ENLARGEMENT,

CHANNEL TO VICTORIA, TEXAS

b,~dNG

NO.

91-39

SAMPLE NO.

15

DEPTH

31-33 ft

SPECIMEN NO.

1

CLASSIFICATION

Dark gray, Clay, Medium stiff, w/ organic materials

Tare No.

P-3

Height

5.595 in.

Tare plus Wet Specimen

896.60

gm

Average Diameter

2.830 in.

Tare plus Dry Specimen

484.27 gm

Initial Area

6.290 sq in.

Water Weight

412.33

gm

Volume

35.194 cu in.

Tare Weight

42.56

gm

Volume of Solids

cu in.

Wet Specimen

854.04 gm

Void Ratio

Dry Specimen

441. 71

gm

Saturation

%

Water Content

93.35 %

Dry Density

47.8 lb/cu ft

specific Gravity of Solids

LL = 150

PL =

59

PI =

91

•

Proving Ring No. 10170

Proving Ring Constant,

K =

.766 lbs/div.

Elapsed

Dial

Cumulative Proving Ring

Axial Axial

Area

Compr.

Time

Reading

Change

Dial Reading

Load

strain Corr.

Stress

nino

0.001"

in.

lb

sq in.

tsf

-------

-------

---------- ------------

----- ------ ------

------

.0

o.

.000

.0

.0

.000

6.29

.000

.3

10.

.010

20.0

15.3

.002

6.30

.175

.5

20.

.020

33.0

25.3

.004

6.31

.288

.7

30.

.030

44.0

33.7

.005

6.32

.384

•

.8

40.

.040

52.0

39.8

.007

6.34

.453

1.1

50.

.050

58.0

44.4

.009

6.35

.504

1.2

60.

.060

65.0

49.8

.011

6.36

.564

1.3

70.

.070

69.0

52.9

.013

6.37

.597

1.5

80.

.080

74.0

56.7

.014

6.38

.640

1.9

100.

.100

82.0

62.8

.018

6.40

.706

2.2

120.

.120

88.0

67.4

.021

6.43

.755

2.5

140.

.140

92.0

70.5

.025

6.45

.786

2.8

160.

.160

93.0

71.2

.029

6.48

.792

3.2

180.

.180

92.0

70.5

.032

6.50

.781

•

'-,------

---

'"_,~"_"

_____.___. ___

U~_~"_:.

_._._.___

"~_

..._.___

,.,_~~·_,,,,<,;.~,~;...

..

_~.,~~,=.,~':.~.:~~Y

..

~"".~"~~~~~.=,~~,~=~_~=~,,,~;,~_="~=~~,~_~,~,,,,,,,,,,-,,~~,~."<~C==,,,;,.-~~,",~=,,",,,K"_~,,,==.~~~;"=r-<'""'=<="=""~""~~~~'_

Failure Sketches

0.8

EM 1110-2-1906

Appendix XI

30 Nov 70

•

["

0)1

I I I I 1 I I I 1 I I I I I I I 1 1 f I I.JI<;'I

1

I 1 1 1 1 J 1 1 I 1 I 1 1 I

r

1 I

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...

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...

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o

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,

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,;

m

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Vi

0.4

~

'in

,

m

I

~

"-

I

u

E

0

:

0.2

I

I

I

,

D

Controlled stress

0.0

C8J

Controlled strain

0

1

2

.:~ ~]3

4

Axial Strain,

~

Test No.

1