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SECONDARY

STRUCTURAL FEATURES

CONSTITUENTS

AND COMMENTS

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GEOTEST ENGINEERING, INC.

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Diseosal Area 8

1

Channel to Victoria near

SeadriftI

Texas

SUMMARY OF LABORATORYTEST

D"'"''

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IS'

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Deliverv Order No. 0013

Boring No.

.

~

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Contract No. DACW64.91.D.OOOI

'

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SPT

Dry

WeI

Mechanical Analysis

.......

Torvane

Depth

PP

Blows

Visual

USC Me

Unil

Unll

LL

Pl

%

Passino

.

Shear

qu

S#

( ft)

(IS f)

per

Classificalion

("!o)

WI

WI

(%) (%)

Strenglh (Isf)

Foot

Jpef)

Jpef)

#4

#10

#40 #100 #200

(lsI)

1

0-1.5

5

Gra

y,

Sa nd, loose, Si

Ity,

w

Irools

SM

13.2

100.0 100.0

100.0

49,1

2

4.5-6

6

Gray,

Sand ,loose,Silty, wlrools

SM 12.8

100.0

100.0 100,0

49.4

3

6.8

4.50

Yellowish brown,Clay,Hard,Sandy

Cl

18.1

111 .8 132.0 43

20 100.0 100.0

99.9

73.5

3.20

4

8.10

3.75

Yellowish brown, Clay, Very sliff,Sandy,w/ealcar-

Cl

18.0

eous nodules

5

10.5.12

8

Yellowish brown,Sand,Loose,Silty

SM

100.0 100.0

99.9

45.0

6

13.5.15

12

Yellowish brown,Sand,Medium dense,Silty

SM

,

.

7

18.20

3.00

Yellowish

brown&gray,Clay,Very stiff,Sandy,wl

CL

20.3

42

.

calcareous nodules

a

20-22

3.00

Yellowish

brown&gray ,Clay ,Very sliff,Sandy,wl

Cl

19.6

calcareous nodules

..'

.

.

9

22.24

2.25

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

Cl

20.0

'.

'.

calcareous nodules

10

24.26

4.5+

Yellowish brown& 9ra y, CIay, Hard, Sand y,

wlea 1-

Cl

15.6

careous nodules

•

c::

it

..c:.",rn,."l",

F\J"rY'Ihor P P .

Pnrk"",

Pcar'lt:otrnlTlottlor I=i",::'nlnn 11.c::

r.

.

Ilnlf'Ari SOil

r.1::I<:~lfl~;jtlnn

M C!

• Mnl!'ihlrA r:nntAnt

q u : Unconfined Compressive Strength, W 0 H : Weight of hammer. WOP: Weight 01 pipe

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1"-

I

,JOB NO.

14G475

DATE

5/29/91

PROJECT

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

Il'lrNG NO.' 90-195

SAMPLE NO.

3

DEPTH

6-S ft

SPECIMEN NO.

1

CLASSIFICATION

Yellowish brown, clay, hard, sandy

Tare No.

GE-2

Tare plus Wet Specimen

737.70

gm

Tare plus Dry Specimen

631.25

gm

Water Weight

106.45

gm

Tare Weight

42.4S

gm

Wet specimen

1219.42

gm

Dry specimen

1032.71

gm

Water Content

lS.0S %

Specific Gravity of Solids

LL = 43

PL = 20

PI =

Height

Average Diameter

Initial Area

Volume

Volume

of Solids

Void Ratio

Saturation

Dry Density

23

Proving Ring No. 10170

5.595 in.

2.S30 in.

6.290 sq in.

35.194 cu in.

cu in.

%

Ill. S Ib/cu ft

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

I

Elapsed

I

Ti~e

Dial

Reading

0.001"

Cumulative

Change

in.

proving Ring

Dial Reading

Axial

Load

Ib

Axial

Strain

Area

Corr.

sq in.

Compr.

Stress

i

JUn.

tsf

I

.0

.4

.6

.8

1.0

1.4

1.8

2.1

2.5

2.8

3.2

3.6

3.9

4.7

5.5

6.4

7.2

8.0

8.3

o.

10.

20.

30.

40.

60.

80.

100.

120.

140.

160.

180.

200.

250.

300.

350.

400.

450.

470.

.000

.010

.020

.030

.040

.060

.080

.100

.120

.140

.160

.180

.200

.250

.300

.350

.400

.450

.470

.0

49.0

82.0

111. 0

132.0

168.0

195.0

220.0

245.0

26S.0

288.0

307.0

319.0

349.0

370.0

385.0

393.5

397.0

396.0

.0

37.5

62.8

85.0

101.1

128.7

149.4

168.5

187.7

205.3

220.6

235.2

244.4

267.3

283.4

294.9

301.4

304.1

303.3

.000

.002

.004

.005

.007

.011

.014

.018

.021

.025

.029

.032

.036

.045

.054

.063

.071

.080

.084

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

6.58

6.65

6.71

6.77

6.84

6.87

.000

.429

.716

.968

1.149

1. 457

1.

685

1.894

2.102

2.291

2.453

2.605

2.697

2.923

3.070

3.164

3.204

3.201

3.180

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