•

~

~I--&+-+-;"";;;"

'"

u.

S. ARMY CORPS OF ENGINEERS

BORING NO.

9/-

2

Ii>

DATE: BEGIN

I?

-1/-

'/

PAGE

1

I

~

JOB

NO.

)4&

51.t

.

COMPLETEJZ~I/~?/

Thin Walled Tube

PROJECT

t),(,f~K.11I

Ch",..IN ... (

.

i!13"

0

6"

LOCATI6ft,

II

.

'~.

Wit.

'f

!

1/tIfr

-

$'

r

t9

16

'13

~.,

efJ

It:

ELEVATION QF ilOLE

_________-..,-_-y_______

MANiFACTURER'S DESIGNATION OF DRILL RIG

-<rY2LL..:.4.tj=f.LA!-"'t1..=w"---=-2-=O-="=---___

GROUNDWATER: IDEPTH

2''1''

ft •• ELEV. ___ ft •• at end of Drilling

WEATHER

Cto!.{d'l

-

('Gill {- &? rJ

DRILLER

(~fI.!

ue!

LOGGER

.:r. tSUf

COUR

TYPE

tl"y

,.

"

?,tell,"If

.' .

Gfil./ly

i~N-

...

,

..

t'

CONS IS-

SECONDARY

STRUCTURAL FEATURES

TENCY

CONST

I

Y,

,

"

"

.

,.

tJ

QJ&!

/-4-e-$l

C/~r

"

•

..

i .

I

>_1'~>

,

~

..

j,

IA.

I

I

-I

"

,.

~ ~.

AND

COMMENTS

I

'+~

""'!

fl~:;'~t~;

II

..

..., /

K6!t

1

5

'f"£iJl

?.R~

:'l~e

({":;f.At. -cTt;,"':

AI

r

!

l..j

I'

"

I

1

!

1/1-11;) 2t'>1

It»

I

i

-

,

I

••

,

<;,"".il.

w!~'d/r~

wi s

kif lYe",)

wJs6e11

r-~

--

•

,

---

u.

S. ARMY CORPS OF ENGINEERS

BORING

NO'l[~/.~~'

DATE:

BEGIN I

Z

•

(l

-

'II

PAGE'

2

/

2-

'-~'.

JOB NO.

I

G 5! z.

- COMPLETE

Il-lJ

-

P

Thin Walled Tube

!-<

PROJECT

IJ I

,,+0

ft/

A

c[tloI/~N,..l

ei'3"

0

6"

:>

:z:

~

.

.'

Wj~.f 7.P.ot.Jk·~ ~74,

tt Z.J If'"/

0(;)

.I>J 0

LOCATION

~

~

u

•

'"

Ig

ELEVATION OF HOLE

...

'"

~

!~

'"

I~

0

..:

MANUFACTURER'S DESIGNATION OF DRILL RIG

Wi.4- '1

II f-<.-<,J

')... .., ""

.

!-<

""

:::

--

I

'

'/"

!-<

...

I~

z

~

GROUNDWATER:

C.1~f:J.d

DEPTH

......

2.

eG;.

7

ft

..

.•

=7em

ELEV.

it., at end of Drilling

'"

'"

...

WEATHER

q

...

'"

DRILLER

~.

W

til

f..J.

LOGGER

:r.

ii.eI2.'f

COLOR

IMATERIAI

CONSIS-

Ico~~~~~~is

STRUCTURAL FEATURES

TYPE

TENCY

." "0 COMME!'ITS

1-35

VtJl..~

{./~

...

!~/u'l;;,

~

11> '/'/",

'If~

6"~

./..e~.Se,

-

:::JAiL-

-

,

-

~

,YYz.

~~I

t"A~

~/I

lit

b,f/ly

wl~/(,/1 r~

1-

;r"o~

,

-- ...

'

-

.

'"

-40

..

-

--

t-

!

8

0

tf&,,-

"b

., /. J..

'Z,l

,-

.

,

¥,j

I

-

,

-

-

•.

f-45 -

t-

-

-

-

'.~

-

... 50.

I--

-

,

~

,\

1

. '.

..

'

-'

-55-

I..

.. ;..

,

,

,

.'

.

!

(

,

-,

,

I

-'

~~f:;

,

I

'

--"'!

,

i

-,

- 60-

rf:,

f-

-

.

!-

1-

: -.

-65-

t-

o

..

'

-

..

'

-

-

-

I-

70.

I--

-

/

,

---

JOB NO.

14G536

DATE

3/2/92

PROJECT Channel to Victoria. victoria, Texas

~JRING

NO.

91-226

SAMPLE NO.

2

DEPTH

2-4 ft

SPECIMEN NO.

1

CLASSIFICATION

Gray,Clay,soft,w/sand pkts shell fragments&organic material

Tare No.

P-227

Height

5.595 in.

Tare plus Wet Specimen

459.23 gm

Average Diameter

2.83'0 in.

Tare plus Dry Specimen

3'01. '04 gm

Initial Area

6.29'0 sq in.

Water Weight

158.19 gm

Volume

35.194 cu in.

Tare Weight

42.4'0 gm

Volume of Solids

ell in.

Wet specimen

924.78 gm

Void Ratio

Dry specimen

573.82 gm

Saturation

%

Water content

61.16 %

Dry Density

62.1 lb/cu ft

Specific Gravity of Solids

LL

=

112

PL

=

46

PI

=

66

proving Ring No. 1'017'0

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.'0'01"

in.

lb

sq in.

tsf

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

----------

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

-----

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

------

.'0

'0.

.'0'0'0

. '0

.'0

.'0'0'0

6.29

.'0'0'0

.2

1'0.

.'01'0

1'0.'0

7.7

.'0'02

6.3'0

.'088

.4

2'0.

.'02'0

16.'0

12.3

.'0'04

6.31

.14'0

.6

3'0.

.03'0

2'0.'0

15.3

.0'05

6.32

.174

.7

4'0.

.'04'0

23.'0

17.6

.'0'07

6.34

.2'0'0

.9

5'0.

.'05'0

25.'0

19.1

.'0'09

6.35

.217

1.'0

6'0.

.'06'0

27.'0

2'0.7

.'011

6.36

.234

1.4

8'0.

.'08'0

29.'0

22.2

.'014

6.38

.251

1.7

1'0'0.

.1'0'0

31.'0

23.7

• '018

6.4'0

.267

2.'0

12'0.

.12'0

33.'0

25.3

.'021

6.43

.283

2.3

14'0.

.14'0

34.'0

26.'0

.'025

6.45

.291

2.6

16'0.

.16'0

33.'0

25.3

.'029

6.48

.281

---

/---'~

~.

""

"'I

21

"

.;

Z

.Cl

o

...,

Failure Sketches

0.4

~

0.3

0:::

IT

m

;:::.

,;

m

iii

~

0.2

.;;;

~

m

a.

~

f

u

0

0.1

o

Controlled stress

0.0

C8J Controlled strain

0

1

2

Axial Strain, S5

Test No.

1

Type of Specimen

Undisturbed

Water content

w,

61.2

'"

"

Void ratio

eo

~

Saturation

So

..

Dry density, Ib/cu It

".

62.1

Time to failure, min

~

2.32

Unconfined comltressive

strength,

T/sq

q,

.29

Undrained shear strength, T/sq ft

S,

.15

Sensitivity ratio

So

Initial specimen diameter. in.

Do

2.830

Initial specimen height. in.

H,

5.595

Classification

Gray,Clay.Soft,w/sand pkts shell fra.gmentsckorgonic material

U.

112

I PL

46

I PI

66

Remarks

Project

Channel to Victoria

Area

Victoria, Texas

Boring No.

91-226

Depth

2-4

It

EI

,.

,.

I

G.

EM 1110-2-1906

Appendix XI

30 Nov 70

3

4

,.

,.

,.

..

Sample No.

2

Dat.e

3/2/92

UNCONFINED COMPRESSION TEST REPORT

.

ENG FORM 3659

1 JUN 65

Geotest Engineering. Inc.

PLATE XI-2

PLATE

---

.I

.I

.I

'1

'j

'I

I

.I

Project

Channel to Victoria. Victoria, Texas

SUMMARY OF LABORATORY TEST RESULTS

Contract No. DACW64-92-D-000I

DeliveD:: order No. 0006

Boring No.

SPT

Dry

Wet

Depth

PP

Blows

Visual

USC

Mc

Unit

Unit

LL