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BORING NO.

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DATE:

BEGIN

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.

STRUCTURAL FEATURES

A.~D coMm:~

TS:

I./J/

iCo",l~

,

,

I

~/j._~

,

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,

!.

,

1I-J/c",Ic.

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JOB NO.

14G536

DATE

2/26/92

PROJECT Channel to Victoria. victoria, Texas

"~

__ JRING NO.

91-70

SAMPLE NO.

2

DEPTH 2-4 ft

SPECIMEN NO.

1

CLASSIFICATION

Dark Gray,Clay,Soft,w/sand seams

Tare No.

P-202

Height

5.595 in.

Tare plus Wet Specimen

335.62 gm

Average Diameter

2.830 in.

Tare plus Dry Specimen

243.40 gm

Initial Area

6.290 sq in.

Water Weight

92.22 gm

Volume

35.194 cu in.

Tare Weight

42.46 gm

Volume of Solids

cu in.

Wet Specimen

1004.21 gm

Void Ratio

Dry Specimen

688.31 gm

Saturation

%

Water Content

45.89

%

Dry Density

74.5 lb/cu ft

Specific Gravity of Solids

LL

=

84

PL

=

30

PI

=

54

Proving Ring No. 10170

Proving Ring constant, K

=

.766 lbs/div.

Elapsed

Dial

Cumulative

proving Ring

Axial Axial

Area

Compr •

.

__

,Ti~e

Reading

Change

Dial Reading Load

strain Corr.

Stress

m~n.

0.001"

in.

lb

sq in.

tsf

-------

-------

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

-----

------

------

------

.0

o.

.000

.0

.0

.000

6.29

.000

.2

10.

.010

11.0

8.4

.002

6.30

.096

.3

20.

.020

21.0

16.1

.004

6.31

.183

.5

30.

.030

29.0

22.2

.005

6.32

.253

.7

40.

.040

34.0

26.0

.007

6.34

.296

.8

50.

.050

36.0

27.6

.009

6.35

.313

1.0

60.

.060

38.0

29.1

.011

6.36

.330

1.3

80.

.080

40.0

30.6

.014

6.38

.346

l.6

100.

.100

41.0

31.4

.018

6.40

.353

2.0

120.

.120

42.5

32.6

.021

6.43

.365

2.3

140.

.140

43.5

33.3

.025

6.45

.372

2.7

160.

.160

44.5

34.1

.029

6.48

.379

2.9

180.

.180

45.0

34.5

.032

6.50

.382

3.3

200.

.200

45.5

34.9

.036

6.52

.385

3.6

220.

.220

45.5

34.9

.039

6.55

.383

-----------~---

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--:-.-.----.-.-.-----~-.--------.--

---

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to

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Failure Sketches

0.4

U:

I

,

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j

0.3

o:!

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0

,;

~

iii

~

0.2

'm

~

~

"

E

0

"

0.1

o

Controlled stress

0.0

k8J

Controlled strain

0

Test No.

Type of Specimen

Waler content

;g

Void ratio

:5

Saturation

Dry density, Ib/cu It

llme to failure. min

Unconfined com/tressive

strength, T/sq

Undrained shear strength. T/sq ft

Sensitivity rolio

Initial specimen diameter, in.

Initial specimen height. in.

Classification

Dark Gray.Clay.Medium stiff

LL

84

I PL

30

Remarks

1

2

Axi<ll Strain, :IS

1

Undisturbed

w,

45.9

"

<0

So

,.

r.

74.5

~

3.27

q.,

.38

S.

.19

S.

C,

2.830

H,

5.595

I PI

54

Project

Channel to Victoria

Area

Victoria, Texas

Boring

No,

91-70

Del'lh

2-4 ft

EI

"

,.

I

G.

EM 1110-2-1906

Appendix XI

30 Nov 70

I

3

4

,.

"

,.

"

Sample No.

2

Dote

2/26/92

UNCONFINED COMPRESSION TEST REPORT

PLATE XI-2

ENG FORM 3659

1 JUN 65

Ceotest Engineering. Inc.

PLATE

-0-----"----"------

---

"'

I

!

I

I

I

)

)

Projecl

Channel 10 Vicloria . Victoria, Texas

SUMMARY OF LABORATORY TEST RESULTS

Conlract No. DACW64.92.D.000I

Deliverl order No. 0006

Boring No.

SPT

Dry

WeI

Deplh

PP

Blows

Visual

USC Mc

Unil

Unil

LL

S#

( It)