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MANUFACTURER'S DESIGNATION OF DRILL RIG

9,<>.,1",7'

7(

GROUNDWATER: Dl'PTH ". LJ"ft., ELEV.

ft., at end of

Drilling

WEATHER

&~

-;t,-. /;.) V

DRILLER

p,

1?1

c../;

C

LOGGER

j:

1ft...!

•

~

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\.....

COLOR ,._•• - ••••

CONSIS-I

SECONDARY

I

STRUCTURAL FEATURES

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GEOTEST ENGINEERING.

INC,!,

\~~

---

"---,'

Project

j'

Disposal Area S,

Chann~

10 Victoria near Seadrift. Texas

SUMMARY OF LABORATORY TEST RESULTS

Boring No.

vv""<;....

~

, .. v.

I..I,",V •• V"""'"I..I"VVVI

1..1 ...

11'1'''''' ....... ,......., '.. v. vv, ....

SPT

Dry

Wet

Depth

PP

Blows

"

Visual

USC Me

Unit

Unit

S #

(ft)

(tsf)

per

Classlfleatlon

(%)

Wt

Wt

FOOl

(pel)

(pet)

1

0.2

4.5+

Dark gray.Clay.Hard.Sandy,w/roots

CL

16.2

2

2-4

4.5+

Dark

gray,Clay,Hard,S~ndy

CL

19.1

,

3

4-6

3

.. 50

Yellowish

brown,Clay,Very still,Silty,w/calcar-

CL

17.7

111. 7

131.5

eous nodules

4

6-8

4.5+

Yellowish brown,Clay,Hard,Sandy,w/calcareous

CL

15.8

nodules

ci

8-10

3.00

Yellowish brown,Clay, Very still,Sandy,w/calcar-

CL

18.2

;

eopus nodules

6

10-12

,1.75

Yellowish brown,Clay.Slill,Sandy,w/calcareous

CL

18.9 104.3 124.0

•

nodules

7

12.5-1"4

15

light brown,Sand,Medium dense,Silty

SM

,

8

14.5-16

18

Yellowish brown,Sand,Medium Dense,Silty

SM

9

18-20

2.50

Yellowish brown,Clay,Very still,Sandy,w/calcar-

CL

18.6

.

eous nodules

10

20-22

1.00

Yellowish Brown,Clay,Still,Sandy,w/calcareous

CL

16.6

,

nodules

11

22-24

.2.50

Yellowish

brown,Cia

y,

Very, Sti II, Sandy, w/calcar-

CL

19.7

eous nodules

12

24-26

3.00

Yellowish brown&gray,Clay, Very still,Sandy,wl

CL

19.9

,

calcareous nodules

•

.

,.'

S

# :

Sample Number, P P : PocketPenetromeler Reading, USC: Unified Soil Classification, M c : Moisture Content

q u : Unoonfined Compressive Strength, W 0 H : Weight of hammer, WOP: Weight of pipe

~

Mechanical Analysis

LL

PL

%

Passing

(%) (%)

#4

#10 #40 #100

40

19

99.4 98.5 98.5

31

14 100.0 100.0 100.0

100.0 100.0

100.0

31

'--/

-.

\"

Torvana

Shear

qu

Strength

(tsf)

#200

_(tsf)

77.3

2.19

61.6

0.41

29.1

,

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-.,

0

Failure Sketches

2.4

~

1.8

-

•

~

"-

>-

Vi

,;

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•

1.2

v

.;;;

>

~

•

0.

E

a

U

0.6

D Controlled stress

0.0

L8J

Controlled strain

0

Test No.

Type of Specimen

Water content

Void rotio

E

S

Saturation

Dry

density. fb/cu

ft

Time to failure. min

Unconfined

comhressi....

e

strength, T/sq

Undrained shear strength, T/sq

ft

Sensiflvity r(ltia

Initial specimen diameter, in.

Initial specimen height, in.

2

4

Axial Strain,

Sf;

1

Undisturbed

"

17.7

SO

<0

So

,.

1'.

111.7

~

5.07

q,

2.19

S,

1.10

S,

Do

2.830

H,

5.595

"

,.

EM 1110-2-1906

Appendix XI

30 Nov 70

6

8

"

"

"

so

Classification

YellowiSh brown. cloy. very stiff, silty.

wi

calcareous nodules

ll.

40

Remarks

ENG FORM 3659

1 JUN 65

I PL

19

I PI

21

I

G.

Project

DISPOSAL AREA B. CHANNEL TO VICTORIA

Area

Near Seadrift, Texas

.'

Boring No.

90-193

Sample No.

3

Depth

4-6

ft

Date

5/28/91

EI

UNCONFINED COMPRESSION TEST REPORT

PLATE XI-2

Geotest Engineering. Ino.

PLATE

---

JOB NO.

14G475

.

'

D/\TE

5/28/91

PROJECT

DISPOSAL

AREA B, CHANNEL TO VICTORIA, NEAR SEADRIFT, TX

,"I

BL_,ING NO.'

90-193

SAMPLE NO.

6

DEPTH

10-12 ft

SPECIMEN NO.

1

CLASSIFICATION

Yellowish brown, clay, stiff, sandy,

wi

calcareous nodules

Tare No.

P-30

Height

5.595

in.

Tare plus Wet Specimen

774.62 gm

Average Diameter

2.S30

in.

Tare plus Dry Specimen

658.50 gm

Initial Area

6.290 sq in.

Water Weight

116.12 gm

Volume

35.194 cu in.

Tare weight

42.93 gm

Volume of Solids

cu in.

Wet specimen

1145.27 gm

Void Ratio

Dry Specimen

963.51 gm

Saturation

~

0

Water Content

lS.S6 %

Dry Density

104.3

lb/cu ft

Specific Gravity of Solids

LL =

31

PL =

14

PI = 17

proving Ring No. 10170

proving Ring constant,

K =

.766 lbs/div.

Elapsed

Dial

Cumulative

proving Ring

Axial Axial

Area

Compr.

'rime

Reading

Change

Dial Reading

Load

strain Corr.

Stress

\ .

0.001"

in.

lb

sq in.

tsf

.illn.

-------

-------

----------

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

-----

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

------

. 0

o.

.000

.0

.0

.000

6.29

.000

. 3

10 .

.010

10.0

7.7

.002

6.30

.OS8

. 5

20 •

.020

13.0

10.0

.004

6.31

.114

.7

30.

.030

17.0

13.0

.005

6.32

.148

. 9

40 •

.040

21. 0

16.1

.007

6.34

.lS3

1.2

60.

.060

26.0

19.9

.011

6.36

.226

1.5

SO.

.OSO

31. 0

23.7

.014

6.38

.268

1.9

100.

.100

35.0

26.8

.018

6.40

.301

2.3

120.

.120

39.0

29.9

.021

6.43

.335

2.5

140.

.140

43.0

32.9

.025

6.45

.368

2.9

160.

.160

46.0

35.2

.029

6.48

.392

3.2

180.

.lS0

48.0

36.8

.032

6.50

.407

3.5

200.

.200

47.0

36.0

.036

6.52

.397

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