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Project

Disposal

Are~_~l

Gh?nnel to Victoria near Seadrift, Te)(as

SUMMARY OF LABORATORY TEST RESULTS.

Boring No,

VU1I1I dl,.;l

I~U.

u ....vYYO"t-:;::r I "u-uvu I

L./t::111Vt::11Y V1Uo:r1 I'\IU_ VUI..:J

SPT

Dry

Wet

Depth

PP

Blows

Visual

USC Mc

Unit

Unit

S#

(I t)

(lsi)

per

Classification

(%)

WI

WI

Foot

(,,-cl)

(p211

1

0-2

4_5+

Dark graY,Clay,Hard,Sandy

CL

t3,9

2

2-4

4.5+

Dark gray,ClaY,Hard

CH

17,4

3

4-6

4.5+

Gray,Clay,Hard,Sandy,w/sand pockets

CL

21.1

4

6-8

4.5+

Yellowish brown, Clay, Hard,Sandy, wlferrous

CL

13,4

114.8

130,3

stains

b

8-10

4.5+

Yelklwish brown, Clay ,Hard,Sandy, wlferrous

CL

20.6

,

nodules

6

10.5-12

26

Yellowish brown,Sand,Medium dense,Silty

SM

7

13.5-15

33

Yellowish brown,Sand,Dense,Silty

SM

8

18.5-20

29

Yello'."ish brown,Sand,Medium dense,Silty

SM

9

22-24

1.50

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

CL

19,1

nodules

10

24-26

2.00

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

CL

18.8

eos nodules

;

S

# :

Sample Number, P P : Pocket Penetrometer Reading, USC: Unified SoH Classification, M c-: Moisture Content

q u :

Unconlined Compressive Strength, W 0 H : Weight 01 hammer, WOP: Weight 01 pipe

LL

(%)

56

35

27

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Mechanical Analysis

PL

% Passing

(%)

#4

#10

#40 #100

I

24

18

100.0

100.0 93.4

-

100,0 100_0

100,0

-

- -

-

-

-\'

,

.

~

"

Torvane

.-

Shear

qu

-

Strength (tsl)

#200

-- Osl)

66,4

4.67

-

39,0

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14G475

DATE

5/31/91

PROJECT

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

B

,~

[NG NO.

90-201

SAMPLE NO.

4

DEPTH

6-8 ft

SPECIMEN NO.

1

CLASSIFICATION

Yellowish brown, clay, hard, sandy, w/ ferrous stains

Tare No.

P-12

Height

5.595 in.

Tare plus Wet Specimen

527.17

gm

Average Diameter

2.830 in.

Tare plus Dry Specimen

469.77

gm

Initial Area

6.290 sq in.

Water Weight

57.40

gm

Volume

35.194 cu in.

Tare Weight

42.65

gm

Volume of Solids

cu in.

Wet Specimen

1203.43

gm

Void Ratio

Dry Specimen

1060.86

gm

Saturation

%

Water Content

13.44 %

Dry Density

114.8 lb/cu ft

Specific Gravity of Solids

LL =

35

PL = 18

PI =

17

Proving Ring No. 10170

proving Ring Constant,

K =

.766 lbs/div.

Elapsed

Dial

Cumulative

proving Ring

Axial

Axial

Area

Compr.

Time

Reading

Change

Dial Reading Load

strain

Corr.

Stress

lin.

0.001"

in.

lb

sq in.

tsf

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o.

.000

.0

.0

.000

6.29

.000

.5

10.

.010

107.0

82.0

.002

6.30

.936

.8

20.

.020

198.0

151. 7

.004

6.31

1. 730

1.1

30.

.030

279.0

213.7

.005

6.32

2.433

1.4

40.

.040

348.0

266.6

.007

6.34

3.029

1.6

50.

.050

407.0

311.8

.009

6.35

3.537

1.8

60.

.060

449.0

343.9

.011

6.36

3.895

2.0

70.

.070

490.0

375.3

.013

6.37

4.243

2.3

80.

.080

520.0

398.3

.014

6.38

4.494

2.4

90.

.090

541.0

414.4

.016

6.39

4.667

2.6

100.

.100

538.0

412.1

.018

6.40

4.633

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