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JOB NO.

14G536

DATE

2/27/92

PROJECT

Channel to Victoria. victoria, Texas

~

uuRING NO.

91-224

SAMPLE NO.

3

DEPTH

4-6 ft

SPECIMEN NO.

1

CLASSIFICATION

Gray,Clay,Very soft,Sandy,w/sand pockets & shell fragments

Tare No.

P14

Height

5.595 in.

Tare plus wet Specimen

449.60 gm

Average Diameter

2.830 in.

Tare plus Dry specimen

351. 91 gm

Initial Area

6.290 sq in.

water Weight

97.69 gm

Volume

35.194 cu in.

Tare Weight

42.47 gm

Volume of Solids

cu in.

Wet specimen

1087.64 gm

Void Ratio

Dry Specimen

826.66 gm

Saturation

%

Water content

31. 57

%

Dry Density

89.5 lb/cu ft

Specific Gravity of Solids

LL

=

36

PL

=

16

PI

=

20

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

min.

0.001"

in.

lb

sq in.

tsf

-------

-------

----------

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

-----

------

------

------

.0

o.

.000

.0

.0

.000

6.29

.000

.2

10.

.010

4.0

3.1

.002

6.30

.035

.3

20.

.020

6.0

4.6

.004

6.31

.052

.5

30.

.030

7.0

5.4

.005

6.32

.061

.6

40.

.040

8.0

6.1

.007

6.34

.070

.8

50.

.050

9.0

6.9

.009

6.35

.078

1.0

60.

.060

10.0

7.7

.011

6.36

.087

1.3

80.

.080

11.0

8.4

.014

6.38

.095

1.6

100.

.100

12.0

9.2

.018

6.40

.103

1.9

120.

.120

13.0

10.0

.021

6.43

.112

2.3

140.

.140

13.0

10.0

.025

6.45

.111

/-"

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

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z

o

...,

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Failure Sketches

0.12

n~

\

I

-

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0.09

~

.,.

m

~

.;

m

~

0.06

<J)

.~

m

Q.

~

0

E

<.>

0.03

D Controlled stress

0.00

C8J Controlled strain

0

1

2

Axial

Strain.

j;1!:

Test No.

1

Type of Specimen

Undisturbed

Waler conlent

Wo

31.6

,.

"0

Void rotio

eo

:s

'"

Saturation

So

,.

Dry density, Ib/eu It

1'.

89.5

Time to failure, min

~

1.93

Unconfined com/tressive

strength, T/sq

q,

.11

Undrained shear strength, T/sq

ft

S,

.06

Sensitivity f<ltio

So

Initial specimen diometer, in.

Do

2.830

Initial specimen hei9ht. in.

Ho

5.595

Classification

Gray,Oay,Very soft,Sondy;w/sond pockets & shell fragments

LL

36

I PL

16

I PI

20

Remarks

Project

Channel to Victoria

Are.

Victoria. Texas

Boring No.

91-224

Depth

EI

4-6

It

'"

'"

I

G.

EM 1110-2-1906

Appendix XI

30 Nov 70

3

4

'"

,.

'"

'"

•

Sample No.

3

Oat.

2/27/92

-'

L_.

UNCONFINED COMPRESSION TEST REPORT

i

-

ENG FORM 3659

1 JUN 65

Ceotest Engineering, Inc.

PLATE XI-2

PLATE

---

\

)

Project

Channel to Victoria. Victoria, Texas

SUMMARY OF LABORATORY TEST RESULTS

Conlracl No. DACW64-92-D-000I

Deliverl order No. 0006

Boring No.

SPT

Dry

WeI

Depth

pp

Blows

Visual

USC

Mc

Unil

Unll

LL

S#

(It )

(Isf)

per

Classification

(%)

WI

WI

(%)

FocI

(pcf)

(pcf)

1

0-2

0.75

Gray,Clay,Medium sliff,SandY,w/rools & shell

CL

23.8

fraQrnents