!

.j

~ii"\,j·.!'·" }"}l·;t}Mi~;f~i;~I,~!"d~~~~~;i~t~'t{~·s :Jt;Y:'C()~i:,Pi,":.~l£fm!

!

-~, ~

if

~

,

,," $>-

I'~';:;"

.,f

" .•ti'1

I

I

.')

I

I

I

I

I

I

,

I

!

LOCATION

)eJ4vdt!'j'"

.'".

MANUFACTURER'S DESIGNA!I9!l' OF DRILL RIG

':?+I!t"'~

r ?C

GROUNDWATER: DEPTH

f

I

ft .•

ELEV.

ft., at end of Drilling

WEATHER

('

/ef{A.,

W

A-fi¥-!

DRILLER

b,)h

,

;....k//

COLOR

TYPE

G"t'l

rq"

c./~7

7,;,,;

d", 7

hit"')

"

I

"

,/

III

LOGGER ,::r:

,dr''''''#

STRUCTURAL FEATURES

AND COMMENTS

"f'

,:T"

,11----1)(1

~;r/1h21 T~:

"S;,vJ

I

!J~5a.

--l-

"

-+-

.

"--+------"--""~, ~..

""

"1

---~

----

.

--

J,4

<

~

(, Ir'IIll T"",

I . I'

ff

-::'~J

r! cl

,hF,

~71Ii;/,~

I

'/;hJ

Is'

,j)

I

DeN~11

I

lifd"fB..

II,,~('Je. ,NQ.d~,

;lAJ'

c

i

"

'I

o;/cll'k.

",qxj-s.

/'

I

l've....s"e

[liN

-=,t-<,.._~

;)

8.,

11-.

-

"

9t/

-!

'it;

/?5

. ')

.~

35

GEOTEST ENGINEERING. INC.

---

'"

---

Project

I'

Disposal Area B. Channel to Victoria near Seadrift, Texas

SUMMARY OF LABORATORY TEST RESULTS

Boring No.

vv" ......... '''v. U'f"\v.'v

CW

.... - .... ,-U'-vvv.

U''''''' '''''

........................

""

....

SPT

Dry

Wet

Depth

PP

Blows

I

Visual

USC Mc

Unit

Unit

LL

S #

(ft)

(tsl)

per

Classification

(%)

Wt

Wt

(%)

Foot

(ocf)

(ocf)

1

0.2

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

SM

8.4

2

2-4

4.5+

Dark grayish brown,Clay,Hard,Sandy

CL

17.2

115.1 134.9

3

4-6

4.5+

Grayish brown

,Clay ,Hard ,Sandy

CL

15.0

.

4

6-8

4.5+

Yellowish

gray,Clay,Hard,Sandy

CL

12.4

5

8.5-10

19

Gray,Sand,Medium dense,wlsilt

P -SM

6

13.5-15

27

Gray,Sand,Medium dense,Silty

SM

7

18.5-20

40

Yellowish gray,Sand,Dense,Silty

SM

8

23.5.25

34

Yellowi sh gra

y,

Sand ,Dense, Silty,

wlca

Ica reou s

SM

nodules

,

I

.: .

..

"

S

# :

Sample Number, P P : Pocket Penetrometer Reading, USC : Unified Soil Classilication, M c : Moisture Content

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

37

28

2..Q.:.!2.Q

Mechanical Analysis

PL

%

Passlnc

(%)

#4

#10 #40 #100

18

100.0 100.0

100.0

14

100.0 100.0 100.0

98.8

98.3 97.5

~

.../i

-

\.

Torvane

Shear

qu

Strength (tsf)

#200 Itsll

78.4

9.63

~

8.3

~

12.5

---

'JOB NO.

14G475

DATE

5/27/91

PROJECT

DISPOSAL AREA B,

----"

CHANNEL TO VICTORIA, NEAR SEADRIFT,

TX

!

bORING NO.

90-190

SAMPLE NO.

2

DEPTH

2-4 ft

SPECIMEN NO.

1

CLASSIFICATION

;

Dark grayish brown,

clay, hard,

sandy

I

I

!

Tare No.

P-9

Height

5.595 in.

I

Tare plus Wet Specimen

475.05

gm

Average Diameter

2.830 in.

!

Tare plus Dry Specimen

411. 53 gm

Init.ial Area

6.290 sq in.

Water Weight

63.52

gm

Volume

35.194 cu in.

Tare Weight

42.73

gm

Volume of Solids

cu in.

Wet Specimen

1246.63

gm

Void Ratio

Dry Specimen

1063.46

gm

Saturation

9,-

0

Water content

17.22 %

Dry Density

115.1 Ib/cu ft

Specific Gravity of Solids

LL =

37

PL =

18

PI = 19

proving Ring No.

10170

i

proving Ring constant,

K = .766 Ibs/div.

I

i

I

I

Elapsed

Dial

Cumulative

proving Ring

Axial Axial

Area

Compr.

~ime

Reading

Change

Dial Reading

Load

Strain Corr.

Stress

imino

0.001"

in.

Ib

sq in.

tsf

-------

-------

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

----- ------

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

I

• 0

O•

.000

.0

.0

.000

6.29

.000

!

.6

10.

.010

190.0

145.5

.002

6.30

1. 663

1.1

20.

.020

374.0

286.5

.004

6.31

3.267

1.5

30.

.030

539.0

412.9

.005

6.32

4.701

1.8

40.

.040

652.0

499.4

.007

6.34

5.676

2.1

50.

.050

735.0

563.0

.009

6.35

6.387

2.3

60.

.060

800.0

612.8

.011

6.36

6.939

2.6

70.

.070

849.0

650.3

.013

6.37

7.351

2.8

80.

.080

894.0

684.8

.014

6.38

7.726

3.0

90.

.090

929.0

711. 6

.016

6.39

8.014

3.2

100.

.100

959.0

734.6

.018

6.40

8.258

3.5

110.

.110

987.0

756.0

.020

6.42

8.484

3.6

120.

.120

1007.0

771.4

.021

6.43

8.640

3.8

130.

.130

1026.0

785.9

.023

6.44

8.787

4.0

140.

.140

1042.0

798.2

.025

6.45

8.908

4.2

150.

.150

1056.0

808.9

.027

6.46

9;011

4.3

160.

.160

1067.0

817.3

.029

6.48

9.088

4.7

180.

.180

1085.0

831.1

.032

6.50

9.207

4.9

200.

.200

1102.0

844.1

.036

6.52

9.317

5.3

220.

.220

1116.0

854.9

.039

6.55

9.400

5.7

240.

.240

1129.0

864.8

.043

6.57

9.474

6.0

260.

.260

1139.0

872.5

.046

6.60 _

9.523

6.3

280.

.280

1148.0

879.4

.050

6.62

9.562

6.6

300.

.300

1155.0

884.7

.054

6.65

9.584

7.0

320.

.37.0

1163.0

890.9

.057

6.67

9.614

7.3

340.

.340

1169.0

"895.5

.061

6.70

9.627

7.6

360.

.360

1174.0

899.3

.064

6.72

9.631

8.0

380.

.380

1178.0

902.3

.068

6.75

9.627

---

OLS"6

L09"6

08"9

LL"9

SLO"

lLO"

6"[06

6"[06

0"0811

0"0811

O(:v"

OOV"

"O(:v

"OOv

S"8

["8

(

---

'I

!

i

I

I

I

I

,

I

I

oIl'

I

. ,....1

'<t~

(0

I

"

,

ci

Z

.D

--,

0

I

I

I

I

I

,

I

I

i

I

1

I

1

I

I

!

I

I

1

,