!-<

fiI

§

!-<

fiI

.:ij

fiI

~ ~

~

f%<

.

fiI fiI

!-<

lil

::c

...:l

...:l

.....

I

!-<

~

~

.

'"

Z

!-<

~

fiI

'"

""

CIl

'"

CIl

0

y,/,-

~

J

~.II'

rl

5

_ 2L,/.

'"

{"

\

13~M.

BORING NO.

i

7.r-rqitt

Q,J

'fJ/''f/Tnl,n

Walled;+1:'ube

, ,

~

06"

ELEVATION OF HOLE _________

--,.~__=__;_--------

MANUFACTURER'S DESIGNATION OF DRILL RIG -!LL'=....:-'-'5=:1.::.-_______

GROUNDWATER: DEPTH

10

ft.,

~LEV.

_____ ft., at end of Drilling

WEATHER

Sf) P

/);' V-';'

,~-;:/.-

DRILLER

f!, D

t!i

12. r 11i#.Jt/l!SJi'

jLOGGER

:rJ

j.'

/;"

i"

'. c;:.-

/;(Y

COLOR

paN.,-

OtIAY

I;

f

J

I '

I I

If

II

IMATERI~

CONSIS-I

SECONDARY

TYPE

TENCY

Sit,

L6u~

£.

t!

II

I{

,

!

"

i.r,r.

,

1/

Vir"

6,

If

f

I'

1/

{ i

?

,

STRUCTURAL FEATURES

AND COMMENTS

/

,,..

, )

yv/(!I!t

,

"f'"

~(I''':

i(.

,.,.-..

J

r-.....;

();..

IJ

"'-./"jf-~

I

fl.,

,I

.

-If'/

Jhi:~L

F,o;CM4J1-Hl':.1

..,'-/0'

Pe.N+. €)h)

cJ~ I~l

-w/SA/rlP LfI/fi!J"

,,,,,If).

:",! !"

",/II"

1M'

V'

. '''' ,-<- .. .,

l'I'I""~

,,';,(..

P

v7111f/

""

t">....

''''

~ ').~

'(

/IDA l

r

r:

_;,./

II'! I"!t)lltr

t

'-

'

..;._

, ..... ,{".I'

,_-v

,~31/i

'

GEOTEST ENGINEERING, INC.

1/

,/"

---

,,~-.----

..

----.-~~

J

u.

S. ARMY CORPS OF ENGINEERS

13K'/I/f

BORING NO.

'11-

/,

lJ-

DATE: BEGINaJ.6d".?I

PAGE

2

I~

JOB NO./¥,

lf~~

COMPLETE

Thin Walled Tube

f-t

PROJECT

(,1:1..11

&

~

i.-

re)

1/ :r

C

7Q/.

Z

is.

~

o 6"

1!l

~

0

LOCATION 1/ So

c..

71'J. R rt!

At'/.

I 'J) If

!

E-<

.::il

u

~

•

O<l

~

1;;

~.

ELEVATION OF HOLE

'"

0

1=

-

~b

0

o-l

MANUFACTURER'S DESIGNATION OF DRILL RIG

.

~ ~

f-t

'"

:>::

o-l

o-l

--

I

GROUNDWATER: DEPTH

F>

ft .. ELEV.

E-<

"-'

"-'

.

ft., at end of Drilling

"-'

~

~

i:'l

f-t

WEATHER

SC/N;V'I

..J

)/l./?l:

~

(:>

CIl

CIl

p..

"-'

CIl

DRILLER

~().JilJ;

r

7JlJ!}KI'"p.IjGGER

7/j},// t!

'

a/A..'

7"/,''/'

COLOR

MATERIAl

CONS IS-

SECONDARY

STRUCTURAL FEATURES

TYPE

TENCY

CONSTITUENTS

AND COMMENTS

1-35

1~~7

J(if'/fJ

vEl: .

C

Q

PI

R

S'i:

":'7

~~

[fl.;,{

G

()rJ}.Jr(

-

-

-

~

".

()

L!i,i;

I.

rJlff

.,.

fltt" !t>O",,#r

~1I·/vE"'I!~1lt

~

,,(~.

I~

liA,G~Y~

CiA"

-V'/

S~n fj/(.~1Tl+:;.,2

S /

..

f-

40

.-'

/5 67"!:)

(i1

C,! }

~

.

-l/~t;;

....:;,.

-

-

-

-

1-45-

l-

'-

1-

-

-

I-

50 -

I-

-

-

-

-

-55-

I-

-

-

-

-

60-

r-

-

-

-

-

-65-

I-

-

-

-

-

I-

70

t-

....

.'

-

GEOTEST ENGINEERING. INC.

---

(

Project : Channel enlargement channel to Victoria. Victoria, Texas

SUMMARY OF LABORATORY

Boring No.

Contract No. DACW64-9t -0-0001

oerIverv Order No.0009

SPT

Dry

Wet

Depth

PP

Blows

Visual

USC Me

Unit

Unit

LL

S#

( ft)

(ts f)

per

Classification

(%)

Wt

Wt

(%)

Foot

(pel)

(pel)

1

0.5-2

3

Gray

.Sand.Loose,Silty,

w/roots

pP-SM

2

2.5-4

4

Gray,Sand,Loose,Silty

SM

3

4.5-6

8

Gray

,Sand,Loose,Silty,w/shell

fragments

SM

4

6-8

Gray,Sand,Medium dense,Silty,w/clay pockets

SM

19.2

101.8 121.3

and shell fragments

5

8-10

Gray,Sand,Medium dense,Silty,w/clay

pockets

SM

22.4

and

shell fragments

6

10-12

1.25

Dark gray,Clay,Stiff

CH

50.2

72.1

108.3

",-;:;,,',':--

7

12-14

0.75

Dark gray,Clay,Medium

stiff, w/calcareous

nodules

CH

30.6

8

14.5-16

6

Gray

,Sand,Loose,Silty,w/shell

fragments

SM

9

18.5-20

2

Gray,Sand,Very

loose,Silty,w/shel1

fragments

SM

10

20.5-22

3.00

Olive gray&yeliowiSh brown,Clay,w/sand seams

CH

21.1

,fo~

~.

and sand pockets

'/.

11

22-24

3.50

Olive gray&yellowish

brown,Clay,w/calcareous

CH

21.6

~'

nodules and sand pockets

-/

12

24-26

4.00

Olive

gray,Clay,Very stiff ,w/blocky

structure

CH

23.1

103.8 127.8

13

26-28

3.25

Olive gray&yellowish brown,Clay, Very

stiff,wl

CH

32.3

calcareous nodules and slickensided

-

14

28.5-30

12

Gray&brown,Sand,Medium dense,Silty

SM

15

33.5-35

64

.....

Gray&brown,Sand, Very dense, Silty

,w/gravel

SM

-

16

38.5-40

19

Gray&yellowish brown,Sand,Medium

dense,w/cal-

P-SM

caraous nodules

S # : Sample Number, P P : Pocket Penetrometer Reading, USC : Unified

..

SOil ClaSSification,

..

Me: MOisture Content

q u : Unconfined Compressive Strength,

WaH: Weight of hammer, WOP: Weight of pipe

*Material coarser than No.40 sieve are shell fragments

......

58

..

PL

(%)

22

TEST RESULTS

91-62

E!.

I

d,

.

g

I;{

q

Vb

Mechanical Analysis

Torvane

%

Passinq

Shear

qu

Strength (tsl)

#4

#10

#40 #100

#200

(tsl)

97.8 76.5

20.0

6.9

79.5 70.0 56.2'

19.1

100.0 99.5 99.4

15.8

100.0 99.9 99.4

92.0

.glo

92.4 82.9 46.9

11.0

....

---

i

JOB NO.

14G459

DATE

5/1/91

PROJECT

CHANNEL ENLARGEMENT, CHANNEL TO VICTORIA, TEXAS

L.c/.ING NO.

91-62

SPECIMEN NO.

1

SAMPLE NO.

12

DEPTH

24-26 ft

CLASSIFICATION

Olive gray, Clay, Very stiff, w/ blocky strucures

Tare No.

P-23

Height

5.595 in.

Tare plus wet Specimen

825.09

gm

Average Diameter

2.830 in.

Tare plus Dry Specimen

679.19

gm

Initial Area

6.290 sq in.

Water Weight

145.90

gm

Volume

35.194 cu in.

Tare Weight

42.68

gm

Volume of Solids

cu in.

wet Specimen

1180.55

gm

Void Ratio

Dry Specimen

960.41

gm

Saturation

le

0

Water Content

22.92 %

Dry Density

104.0 Ib/cu ft

Specific Gravity of Solids

LL =

58

PL =

22

PI =

36

Proving Ring No. 10170

Proving Ring Constant, K = .766 Ibs/div.

Elapsed

Dial

Cumulative Proving Ring Axial Axial

Area

compr.

Time

Reading

Change

Dial Reading Load

strain Corr.

Stress

\lin.

0.001"

in.

Ib

sq in.

tsf

.;;;;.,-"-----

-------

----------

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

-----

------

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

.0

o.

.000

.0

.0

.000

6.29

.000

.4

10.

.010

24.0

18.4

.002

6.30

.210

.6

20.

.020

45.0

34.5

.004

6.31

.393

.8

30.

.030

74.0

56.7

.005

6.32

.645

1.0

40.

.040

89.0

68.2

.007

6.34

.775

1.3

60.

.060

99.0

75.8

.011

6.36

.859

1.5

70.

.070

100.0

76.6

.013

6.37

.866

1.7

80.

.080

100.0

76.6

.014

6.38

.864

•

•

•

•

•

•

---

\_./

ill