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DATE: BEGIN

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'11

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COMPLETE

11"

~-11

Thin Walled Tube

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0 6"

LOCATION ,."

t;Juf"

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ELEVATION OF HOLE

------------r--------

MANUFACTURER'S DESIGNATION OF DRILL RIG

.L/W=11:p!!-d-=~'-"w'__,::...,_=t1l=__

____

GRCUNDWATER: DEPTH'(.

ft •• ELEV.

ft •• at end of Drilling

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COLOR

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CONSIS-

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STRUCTURAL

FEA~UR~S

TYPE

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MANUFAC-;:URER

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CONSIS-

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STRcCTURAL FEATURES

TYPE

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35'

JOB NO.

14G536

DATE

2/26/92

!~OJECT

Channel to Victoria. Victoria, Texas

BORING NO.

91-220

SAMPLE NO.

DEPTH

2-4 ft

SPECIMEN NO.

CLASSIFICATION

Gray & Dark Gray,Clay,Medium stiff,w/sand pockets

Tare No.

P-226

Height

5.595 in.

Tare plus wet Specimen

502.98 gm

Average Diameter

2.830 in.

Tare plus Dry Specimen

397.72 gm

Initial Area

6.290 sq in.

Water Weight

105.26 gm

Volume

35.194 cu in.

Tare Weight

42.86 gm

Volume of Solids

cu in.

Wet specimen

1096.81 gm

Void Ratio

Dry Specimen

845.90 gm

Saturation

Water Content

29.66 %

Dry Density

91. 6 lb/cu ft

Specific Gravity of Solids

LL =

PL =

PI =

proving Ring No. 10170

proving Ring Constant, K = .766 lbs/div.

~lapsed

Dial

Cumulative proving Ring

Axial Axial

Area

compr.

Time

Reading

Change

Dial Reading Load

strain Corr.

Stress

min.

0.001"

in.

sq in.

tsf

-------

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

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

------

.000

6.29

.000

10.

.010

15.0

11.5

.002

6.30

.131

20.

.020

26.0

19.9

.004

6.31

.227

30.

.030

32.0

24.5

.005

6.32

.279

40.

.040

36.5

28.0

.007

6.34

.318

50.

.050

39.0

29.9

.009

6.35

.339

1.1

60.

.060

41.5

31.8

.011

6.36

.360

1.4

80.

.080

45.0

34.5

.014

6.38

.389

1.8

100.

.100

48.5

37.2

.018

6.40

.418

2.0

120.

.120

51.0

39.1

.021

6.43

.438

2.4

140.

.140

53.0

40.6

.025

6.45

.453

2.7

160.

.160

55.0

42.1

.029

6.48

.468

3.0

180.

.180

56.5

43.3

.032

6.50

.479

3.3

200.

.200

58.0

44.4

.036

6.52

.490

4.2

250.

.250

61.0

46.7

.045

6.58

.511

4.9

300.

.300

63.5

48.6

.054

6.65

.527

5.8

350.

.350

65.5

50.2

.063

6.71

.538

6.6

400.

.400

67.5

51.7

.071

6.77

.550

7.4

450.

.450

69.0

52.9

.080

6.84

.556

7.7

470.

.470

68.0

52.1

.084

6.87

.546

--~.----~--------~-

----.--.-

-.~

...

----.~.----~.-.----~----

,~,

/_.'--'

/ ............,

..,

...

...,

Failure Sketches

0.8

0.6

0.4

0.2

Controlled stress

0.0

C8J

Controlled strain

Axial Strain, li5

T.st No.

Type of Specimen

Undisturbed

Water content

29.7

Vold ratio

Satur<ltion

.£

Dry density. Ib/cu ft

91.6

Time to failure, min

7.38

Unconfined

eom~ressive

strength, T/sq

.56

Undrained shear strength, T/sq

.28

Sensitivity r<ltio

Initial specimen diameter. in.

2.830

Initial specimen height, in.

5.595

Classiflcation

Gray & Dark Gray,Clay,Medium stiff,w/sand pockets

I PL

I PI

Remarks

Project

Channel to Victoria

A....a

Victoria. Texas

Boring Na.

91-220

Depth

2-4

10.

EM 1110-2-1906

Appendix XI

30 Nov 70

Sample No.

Dot.

2/26/92

UNCONFINED COMPRESSION TEST REPORT

ENG FORM 3659

1 JUN 65

Ceotest Engineering. Inc.

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

PLATE XI-2

PLATE