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MANUFACTURER'S DESIGNATION OF DRILL RIG

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Project

Disposal Area

B, Channel to ViC10ria near Seadrift, Texas

SUMMARY OF LABORATORY TEST RESULTS

t

,

Boring No,

\...U/1([<::1(;( I'IU.

U""I.JVVO"-~I-U-VUVI

UtjIIV":UY vrul:u I\lU.

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SPT

Dry

Wet

Depth

PP

Blows

Visual

USC Me

Unit

Unit

LL

S#

(f t)

(t sI)

per

Classification

(%)

Wt

Wt

(%)

Foot

Jpcf)

(pei)

1

0-2

4_5+

Dark gray,Clay,Hard,Sandy

CL

t8A

2

2-4

4_5+

Gr

ay,

Cia

y,

Hard,Sand

y,

w/ealeareous nod ules

CL

19A

3

4-6

4.5+

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

CL

15_6

114_0 131.8

nodules

.

4

6-8

4.5+

Yell?wish brown,Cla,y ,Hard,Sandy,w/calcareous

CL

14_9

nodules

0

8-10

4.5+

Yellowis,h brown,Clay .Hard ,Sandy.w/calcareous

CL

14.4

nodules

6

10_5-12

10

Yel,lowish

brown,S~nd,Medium

dense,Clayey

SC

7

13_5-1"5

19

Yellowish brown,Sand,Medium dense,Silty

SM

8

18_5-20

13

Yellowish brown,Sand,Medium dense,Silty

SM

9

24-26

2_00

Yellowish brown,Clay,Very stilt,w/calcareous

CH

30_0_

nodulos

,

S #

:

Sample Number, P P : Pocket Penetrometer Reading, USC: Unified Soil C.lassification, Me: Moisture Content

q u : Unconfined Compressive Slrength, W

0

H : Weight 01 hammer, WOP: Weight of pipe

47

26

66

~

Mechanical Analysis

Torvane

PL

% Passino

Shear

qu

(%)

Strength (tsl)

#4

#10

#40

#100 #200

..nsfl

I

19

99.4

98_6

97_2

56,6

3_28

--

15

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99.4

98_9

98_3

45.9

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14G475

DATE

5/30/91

PROJECT

DISPOSAL AREA B, CHANNEL TO VICTORIA, NEAR SEADRIFT, TX

I"JING

NO.

90-199

SPECIMEN NO.

1

SAMPLE NO.

3

DEPTH

4-6 ft

CLASSIFICATION

Yellowish brown, clay, hard, sandy, w/ calcareous nodules

Tare No.

P-16

Tare plus Wet Specimen

724.30 gm

Tare plus Dry specimen

632.61 gm

Water Weight

91.69 gm

Tare Weight

42.83 gm

Wet Specimen

1217.26 gm

Dry Specimen

1053.48 gm

Water Content

15.55 %

Specific Gravity of Solids

LL = 47

PL = 19

PI =

Height

Average Diameter

Initial Area

Volume

Volume

of Solids

Void Ratio

Saturation

Dry Density

28

Proving Ring No. 10170

Proving Ring Constant, K =

Elapsed

Time

'TIin.

1___ _

• 0

• 3

.6

.8

1.0

1.4

1.8

2.2

2.5

2.9

3.2

3.5

3.9

4.2

4.6

4.8

Dial

Reading

0.001"

O.

10.

20.

30.

40.

60.

80.

100.

120.

140.

160.

180.

200.

220.

240.

260.

Cumulative

Change

in.

.000

.010

.020

.030

.040

.060

.080

.100

.120

.140

.160

.180

.200

.220

.240

.260

Proving Ring

Dial Reading

.0

57.0

108.0

153.0

190.0

238.0

277.0

309.0

332.0

351. 0

365.0

376.0

384.0

388.0

391.0

391. 0

Axial

Load

lb

.0

43.7

82.7

117.2

145.5

182.3

212.2

236.7

254.3

268.9

279.6

288.0

294.1

297.2

299.5

299.5

<

Axial

Strain

.000

.002

.004

.005

.007

.011

.014

.018

.021

.025

.029

.032

.036

.039

.043

.046

5.595 in.

2.830 in.

6.290 sq in.

35.194 cu in.

cu in.

9-

o

114.0 lb/cu ft

.766 lbs/div.

Area

Corr.

sq in.

6.29

6.30

6.31

6.32

6.34

6.36

6.38

6.40

6.43

6.45

6.48

6.50

6.52

6.55

6.57

6.60

Compr.

Stress

tsf

.000

.499

.944

1. 334

1. 654

2.064

2.394

2.661

2.849

3.001

3.109

3.191

3.247

3.268

3.281

3.269

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