S. ARMY CORPS OF ENGINEERS

BORING NO. 44

_S"

DATE: BEGIN

{

I<t (q4

PAGE

JOB NO. !¥(,,727-

COMPLETE 3d h=("i4- Thin Walled Tube

PROJECT

lNall,'s","f, LQ

/lr.,

Tf'I'l\i~i

ewd

Tr;buWI<!>.)"

LOCATION

IU/H tJq//':5/;.'I/,

(Tx

ELEVATION OF HOLE ________

~?''''", ---~----

MANUFACTURER'S DES IGNATIGN OF DRILL RIG

d-A"/:--!-J

"2.;,6

GROUNDWATER: DEPTH ()

•• ELEV.

ft., at end of Drilling

WEATHER

(),k;;{Lt,flfrr I -

DRILLER 12AJ>-1

{.",~,)

LOGGER

e,;;---p.-"J'

k"H:"P28

v:':>h.((

V, -:,

t.'~

\j-;,f-!-\?

"'I

'.,)C

rvc~')

(

fie

,OJ

Y'O

J-

Iw{

oQ~

r<J5

~~r ~\

GEOTEST ENGINEERING. INC.

I-

t---

U.S. ARMY CORPS OF ENGINEERS

BORING NO.

4-~~

DATE: BEGIN

I \ t ('14:--

PAGE

JOB NO.

11G127-6

COMPL~TE

?/I4-l'tl.

Thin

Walled Tube

PROJECT

tJQI{,';;'!';{~1

\Q\4».Tn.·n,;~

R,'J-«'~

Tr:bbf~!l)

• 3"

LOCATION

I'!u>(

U/t//f,"S0

1t)JI-

ELEVATION OF HOLE

I-t

I>lO

f-<

I>l

l'-

I>l

Z '"

:>:

,...,

.......

'f-<

I>l

0..

(I) (I)

0..

(I)

Drilling

COLOR

MATERIA

CONSIS-

SECONDARY

STRUCTURAL FEATURES

TYPE

TENCY

CONSTITUENTS

AND COMMENTS

~354-+-+---~----+-~~~~~4-----~--4-----~~~~~~----.-4

~45

~50·

~55-

t- 60-

~65-

70.

GEOTEST ENGINEERING. INC.

I-

JOB NO. 14G727-12

DATE 4/6/94

PROJECT Lake Wallisville/Trinity River

and Tributaries,

AREA near Wallisville, Texas

BORING NO. 94-5

SAMPLE NO. 3

DEPTH 4-6 ft

SPECIMEN NO.

CLASSIFICATION

Gray/ClaY/Stiff/w/calcareous nodules & ferrous stains

Tare No.

IM-1

Tare plus Wet Specimen 503.86 gm

Tare plus Dry Specimen 424.05 gm

Water Weight

79.81 gm

Tare Weight

42.66 gm

Wet Specimen

1182.06 gm

Dry Specimen

977.51 gm

Water Content

20.93 %

Specific Gravity of Solids

LL = 54

PL =

Height

Average Diameter

Initial Area

Volume

Volume of Solids

Void Ratio

Saturation

Dry Density

Proving Ring No. 10170

5.595 in.

2.830 in.

6.290 sq in.

35.194 cu in.

cu in.

105.8 lb/cu ft

Proving Ring Constant, K = .766 lbs/div.

Elapsed

Time

min.

. 0

. 4

. 5

• 7

. 9

1.1

1.4

1.7

2.0

2.4

2.7

3.0

3.3

3.7

4.0

4.3

4.6

4.9

Dial

Reading

0.001"

o .

10.

20 .

30 .

40 .

50.

60.

80.

100.

120.

140.

160.

180.

200.

220.

240.

260.

280.

300.

Cumulative

Change

in.

----------

•

.000

.010

.020

.030

.040

.050

.060

.080

.100

.120

.140

.160

.180

.200

.220

.240

.260

.280

.300

Proving Ring

Dial Reading

12.0

30.0

52.0

74.0

94.0

112.0

134.0

151.0

166.0

177.0

185.0

190.0

194.0

196.0

198.0

200.0

201.0

200.0

Axial

Load

9.2

23.0

39.8

56.7

72.0

85.8

102.6

115.7

127.2

135.6

141. 7

145.5

148.6

150.1

151.7

153.2

154.0

153.2

Axial

Strain

.000

.002

.004

.005

.007

.009

.011

.014

.018

.021

.025

.029

.032

.036

.039

.043

.046

.050

.054

Area

Corr.

sq in.

6.29

6.30

6.31

6.32

6.34

6.35

6.36

6.38

6.40

6.43

6.45

6.48

6.50

6.52

6.55

6.57

6.60

6.62

6.65

C()mpr.

Stress

tsf

.000

.105

.262

.453

.644

.817

.971

1.158

1.300

1.424

1.513

1. 576

1.612

1.640

1.651

1.662

1. 672

1.674

1. 660

JOB NO. 14G727-12

DATE 4/6/94

PROJECT Lake Wallisville,Trinity River

and Tributaries,

AREA near Wallisville, Texas

BORING NO. 94-5

SAMPLE NO. 6

DEPTH 10-12

SPECIMEN NO.

CLASSIFICATION

Yellowish gray,Clay,Stiff,w/calcareous nodules & ferrous stains

Tare No.

P-200

Tare plus Wet Specimen 557.36 gm

Tare plus Dry Specimen 466.41 gm

Water Weight

90.95 gm

Tare Weight

42.44 gm

Wet Specimen

1160.37 gm

Dry Specimen

955.41 gm

Water Content

21.45

Specific Gravity of Solids

LL = 60

PL =

PI =

Height

Average Diameter

Initial Area

Volume

of Solids

Void Ratio

Saturation

Dry Density

5.595 in.

2.830 in.

6.290 sq in.

35.194 cu in.

cu in.

103.4 lb/cu ft

proving Ring No. 10170

proving Ring Constant,

= .766 lbs/d'iv.

Elapsed

Time

min.

. 6

1.1

1.5

1.8

2.2

2.5

2.8

3.2

3.5

3.8

4.1

Dial

Reading

0.001"

10.

20.

30.

40.

50.

60.

80.

100.

120.

140.

160.

180.

200.

220.

240.

Cumulative

Change

in.

'II

•

000

.010

.020

.030

.040

.050

.060

.080

.100

.120

.140

.160

.180

.200

.220

.240

proving Ring

Dial Reading

40.0

60.0

77.0

90.0

101.0

110.0

124.0

134.0

141.0

148.0

153.0

157.0

160.0

162.0

160.0

Axial

Load

30.6

46.0

59.0

68.9

77.4

84.3

95.0

102.6

108.0

113.4

117.2

120.3

122.6

124.1

122.6

Axial

Strain

.000

.002

.004

.005

.007

.009

.011

.014

.018

.021

.025

.029

.032

.036

.039

.043

Area

Corr.

sq in.

6.29

6.30

6.31

6.32

6.34

6.35

6.36

6.38

6.40

6.43

6.45

6.48

6.50

6.52

6.55

6.57

Compr.

Stress

tsf

.000

.350

.524

.672

.783

.878

.954

1.072

1.154

1.210

1.265

1.303

1.332

1.353

1.365

1. 343

JOB NO. 14G727-12

DATE 4/6/94

PROJECT Lake Wallisville,Trinity River

and Tributaries,

AREA near Wallisville, Texas

BORING NO. 94-5

SAMPLE NO. 12

DEPTH 22-24 ft

SPECIMEN NO.

CLASSIFICATION

Yellowish brown,Clay,Stiff,w/ferrous stains

Tare No.

Tare plus Wet Specimen

Tare plus Dry Specimen

Water Weight

W-19

566.40 gm

449.88 gm

116.52 gm

Tare Weight

Wet Specimen

Dry Specimen

Water Content

Specific Gravity of

42.70 gm

1124.72 gm

874.48 gm

28.62 %

Solids

LL = 69