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BORING NO. -04-

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DATE: BEGIN 311+(14

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ELEVATION OF HOLE __

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MANUFACTURER

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GEOTEST

ENGINEERING. INC.

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U.S. ARMY CORPS OF ENGINEERS

BORING NO.

'14

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DATE: BEGIN

?( l'd54-

PAGE

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JOB NO.

11612.7-n

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0

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2

4

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AxiIJI

Strain.

~

Test No.

1

Type of Specimen ...

Undisturbed

Waler content

Wo

27.7

,.

,.

:s

""

'0

Void

Saturation

ratio

..

So

,.

,.

Dry density.

Ib/cu ft

Y.

97.7

Time to

failure.

min

t,

3.92

Unconfined

¢om~ressive

strength.

T/sq

q,

2.11

Undrained shear strength,

T/sq

ft

S.

1.06

Sensitivity ratio

S.

Initiol specimen

diameter, in.

0"

2.830

Initiol specimen height,

in.

Ho

5.595

Classification

Yellowish gray,Cloy,Very stiff,w/caloareous nodules&ferrou9

stains

LL

87

I PL

I PI

I

G.

Remarks

Project

Lake

Walfisvllle, Trinity River

and Tributaries,

Area

neor Wallisville, Texas

Boring

No.

94-6

Sample

Depth

EI

10-12 ft

Dale

EM 1110-2-1906

Appendix XI

30 Nov 70

6

8

,.

,.

,.

,.

No.

6

4/6/94

UNCONFINED COMPRESSION TEST REPORT

ENG FORM 3659

1 JUN 65

Ceo test Engineering, Inc.

PLATE XI-2

PLATE

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Failure Sketches

4

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3

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