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Tested By: AB Checked By: MW UNCONFINED COMPRESSION TEST UNCONFINED COMPRESSION TEST U.S. Army Corp of Engineers Project No.: PR&C W33SJG32408326, W.O. # 834e Date Sampled: Remarks: Tests performed in accordance with ASTM D2938 & D2216. Figure Client: Wilmington/Charleston District Project: Charleston Harbor Entrance Channel Rock Testing Location: EC-13-B-28, K2/3204 Sample Number: #2 Depth: 54.1 - 54.6' Description: Intact Rock Core LL = PI = PL = Assumed GS= 2.7 Type: Intact Rock Sample No. Unconfined strength, psi Undrained shear strength, psi Failure strain, % Strain rate, %/min. Water content, % Wet density, pcf Dry density, pcf Saturation, % Void ratio Specimen diameter, in. Specimen height, in. Height/diameter ratio 1 88.77 44.38 0.9 0.30 28.0 111.7 87.3 81.3 0.9315 2.27 4.67 2.06 Compressive Stress, psi 0 25 50 75 100 Axial Strain, % 0 1.5 3 4.5 6 1

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Page 1: UNCONFINED COMPRESSION TEST - sac.usace.army.mil · UNCONFINED COMPRESSION TEST UNCONFINED COMPRESSION TEST U.S. Army Corp of Engineers Project No.: PR&C W33SJG32408326, W.O. # 834e

Tested By: AB Checked By: MW

UNCONFINED COMPRESSION TEST

UNCONFINED COMPRESSION TEST

U.S. Army Corp of Engineers

Project No.: PR&C W33SJG32408326, W.O. # 834e

Date Sampled:

Remarks: Tests performed in accordance with ASTM D2938

& D2216.

Figure

Client: Wilmington/Charleston District

Project: Charleston Harbor Entrance Channel Rock Testing

Location: EC-13-B-28, K2/3204

Sample Number: #2 Depth: 54.1 - 54.6'

Description: Intact Rock Core

LL = PI = PL = Assumed GS= 2.7 Type: Intact Rock

Sample No.

Unconfined strength, psi

Undrained shear strength, psi

Failure strain, %

Strain rate, %/min.

Water content, %

Wet density, pcf

Dry density, pcf

Saturation, %

Void ratio

Specimen diameter, in.

Specimen height, in.

Height/diameter ratio

1

88.77

44.38

0.9

0.30

28.0

111.7

87.3

81.3

0.9315

2.27

4.67

2.06

Com

pre

ssiv

e S

tress

, psi

0

25

50

75

100

Axial Strain, %

0 1.5 3 4.5 6

1

Page 2: UNCONFINED COMPRESSION TEST - sac.usace.army.mil · UNCONFINED COMPRESSION TEST UNCONFINED COMPRESSION TEST U.S. Army Corp of Engineers Project No.: PR&C W33SJG32408326, W.O. # 834e

Tested By: AB Checked By: MW

UNCONFINED COMPRESSION TEST

UNCONFINED COMPRESSION TEST

U.S. Army Corp of Engineers

Project No.: PR&C W33SJG32408326, W.O. # 834e

Date Sampled:

Remarks: Tests performed in accordance with ASTM D2938

& D2216.

Figure

Client: Wilmington/Charleston District

Project: Charleston Harbor Entrance Channel Rock Testing

Location: EC-13-B-28, K2/3205

Sample Number: #3 Depth: 57.0 - 57.5'

Description: Intact Rock Core

LL = PI = PL = Assumed GS= 2.7 Type: Intact Rock Core

Sample No.

Unconfined strength, psi

Undrained shear strength, psi

Failure strain, %

Strain rate, %/min.

Water content, %

Wet density, pcf

Dry density, pcf

Saturation, %

Void ratio

Specimen diameter, in.

Specimen height, in.

Height/diameter ratio

1

97.56

48.78

0.7

0.30

24.9

113.8

91.1

79.1

0.8510

2.35

4.65

1.98

Com

pre

ssiv

e S

tress

, psi

0

50

100

150

200

Axial Strain, %

0 1 2 3 4

1

Page 3: UNCONFINED COMPRESSION TEST - sac.usace.army.mil · UNCONFINED COMPRESSION TEST UNCONFINED COMPRESSION TEST U.S. Army Corp of Engineers Project No.: PR&C W33SJG32408326, W.O. # 834e

Tested By: AB Checked By: MW

UNCONFINED COMPRESSION TEST

UNCONFINED COMPRESSION TEST

U.S. Army Corp of Engineers

Project No.: PR&C W33SJG32408326, W.O. # 834e

Date Sampled:

Remarks: Tests performed in accordance with ASTM D2938

& D2216.

Figure

Client: Wilmington/Charleston District

Project: Charleston Harbor Entrance Channel Rock Testing

Location: EC-13-B-28, K2/3206

Sample Number: #4 Depth: 57.7 - 58.1'

Description: Intact Rock Core

LL = PI = PL = Assumed GS= 2.7 Type: Rock Core

Sample No.

Unconfined strength, psi

Undrained shear strength, psi

Failure strain, %

Strain rate, %/min.

Water content, %

Wet density, pcf

Dry density, pcf

Saturation, %

Void ratio

Specimen diameter, in.

Specimen height, in.

Height/diameter ratio

1

95.22

47.61

0.4

0.30

23.6

111.0

89.9

72.7

0.8757

2.35

4.43

1.88

Com

pre

ssiv

e S

tress

, psi

0

50

100

150

200

Axial Strain, %

0 2.5 5 7.5 10

1

Page 4: UNCONFINED COMPRESSION TEST - sac.usace.army.mil · UNCONFINED COMPRESSION TEST UNCONFINED COMPRESSION TEST U.S. Army Corp of Engineers Project No.: PR&C W33SJG32408326, W.O. # 834e

Tested By: AB Checked By: MW

UNCONFINED COMPRESSION TEST

UNCONFINED COMPRESSION TEST

U.S. Army Corp of Engineers

Project No.: PR&C W33SJG32408326, W.O. # 834e

Date Sampled:

Remarks: Tests performed in accordance with ASTM D2938

& D2216.

Figure

Client: Wilmington/Charleston District

Project: Charleston Harbor Entrance Channel Rock Testing

Location: EC-13-B-28, K2/3207

Sample Number: #5 Depth: 58.8 - 59.3'

Description: Intact Rock Core

LL = PI = PL = Assumed GS= 2.7 Type: Rock Core

Sample No.

Unconfined strength, psi

Undrained shear strength, psi

Failure strain, %

Strain rate, %/min.

Water content, %

Wet density, pcf

Dry density, pcf

Saturation, %

Void ratio

Specimen diameter, in.

Specimen height, in.

Height/diameter ratio

1

56.71

28.35

1.5

0.30

22.8

108.1

88.1

67.3

0.9137

2.35

4.70

2.00

Com

pre

ssiv

e S

tress

, psi

0

15

30

45

60

Axial Strain, %

0 1 2 3 4

1

Page 5: UNCONFINED COMPRESSION TEST - sac.usace.army.mil · UNCONFINED COMPRESSION TEST UNCONFINED COMPRESSION TEST U.S. Army Corp of Engineers Project No.: PR&C W33SJG32408326, W.O. # 834e

Tested By: AB Checked By: MW

UNCONFINED COMPRESSION TEST

UNCONFINED COMPRESSION TEST

U.S. Army Corp of Engineers

Project No.: PR&C W33SJG32408326, W.O. # 834e

Date Sampled:

Remarks: Tests performed in accordance with ASTM D2938

& D2216.

Figure

Client: Wilmington/Charleston District

Project: Charleston Harbor Entrance Channel Rock Testing

Location: EC-13-B-32, K2/3210

Sample Number: #2 Depth: 56.0 - 56.5'

Description: Intact Rock Core

LL = PI = PL = Assumed GS= 2.7 Type: Rock Core

Sample No.

Unconfined strength, psi

Undrained shear strength, psi

Failure strain, %

Strain rate, %/min.

Water content, %

Wet density, pcf

Dry density, pcf

Saturation, %

Void ratio

Specimen diameter, in.

Specimen height, in.

Height/diameter ratio

1

189.42

94.71

2.6

0.30

20.2

113.5

94.4

69.6

0.7855

2.33

4.68

2.01

Com

pre

ssiv

e S

tress

, psi

0

50

100

150

200

Axial Strain, %

0 1.5 3 4.5 6

1

Page 6: UNCONFINED COMPRESSION TEST - sac.usace.army.mil · UNCONFINED COMPRESSION TEST UNCONFINED COMPRESSION TEST U.S. Army Corp of Engineers Project No.: PR&C W33SJG32408326, W.O. # 834e

Tested By: AB Checked By: MW

UNCONFINED COMPRESSION TEST

UNCONFINED COMPRESSION TEST

U.S. Army Corp of Engineers

Project No.: PR&C W33SJG32408326, W.O. # 834e

Date Sampled:

Remarks: Tests performed in accordance with ASTM D2938

& D2216.

Figure

Client: Wilmington/Charleston District

Project: Charleston Harbor Entrance Channel Rock Testing

Location: EC-13-B-32, K2/3211

Sample Number: #3 Depth: 58.1 - 58.6'

Description: Intact Rock Core

LL = PI = PL = Assumed GS= 2.7 Type: Rock Core

Sample No.

Unconfined strength, psi

Undrained shear strength, psi

Failure strain, %

Strain rate, %/min.

Water content, %

Wet density, pcf

Dry density, pcf

Saturation, %

Void ratio

Specimen diameter, in.

Specimen height, in.

Height/diameter ratio

1

249.74

124.87

0.6

0.30

24.0

119.3

96.3

86.2

0.7512

2.36

4.59

1.95

Com

pre

ssiv

e S

tress

, psi

0

100

200

300

400

Axial Strain, %

0 1 2 3 4

1

Page 7: UNCONFINED COMPRESSION TEST - sac.usace.army.mil · UNCONFINED COMPRESSION TEST UNCONFINED COMPRESSION TEST U.S. Army Corp of Engineers Project No.: PR&C W33SJG32408326, W.O. # 834e

Tested By: AB Checked By: MW

UNCONFINED COMPRESSION TEST

UNCONFINED COMPRESSION TEST

U.S. Army Corp of Engineers

Project No.: PR&C W33SJG32408326, W.O. # 834e

Date Sampled:

Remarks: Tests performed in accordance with ASTM D2938

& D2216.

Figure

Client: Wilmington/Charleston District

Project: Charleston Harbor Entrance Channel Rock Testing

Location: EC-13-B-33, K2/3212

Sample Number: #1 Depth: 53.1 - 53.5'

Description: Intact Rock Core

LL = PI = PL = Assumed GS= 2.7 Type: Rock Core

Sample No.

Unconfined strength, psi

Undrained shear strength, psi

Failure strain, %

Strain rate, %/min.

Water content, %

Wet density, pcf

Dry density, pcf

Saturation, %

Void ratio

Specimen diameter, in.

Specimen height, in.

Height/diameter ratio

1

350.86

175.43

0.6

0.30

25.1

122.4

97.8

93.8

0.7231

2.35

4.63

1.98

Com

pre

ssiv

e S

tress

, psi

0

100

200

300

400

Axial Strain, %

0 1 2 3 4

1

Page 8: UNCONFINED COMPRESSION TEST - sac.usace.army.mil · UNCONFINED COMPRESSION TEST UNCONFINED COMPRESSION TEST U.S. Army Corp of Engineers Project No.: PR&C W33SJG32408326, W.O. # 834e

Tested By: AB Checked By: MW

UNCONFINED COMPRESSION TEST

UNCONFINED COMPRESSION TEST

U.S. Army Corp of Engineers

Project No.: PR&C W33SJG32408326, W.O. # 834e

Date Sampled:

Remarks: Tests performed in accordance with ASTM D2938

& D2216.

Figure

Client: Wilmington/Charleston District

Project: Charleston Harbor Entrance Channel Rock Testing

Location: EC-13-B-33, K2/3213

Sample Number: #2 Depth: 55.0 - 55.4'

Description: Intact Rock Core

LL = PI = PL = Assumed GS= 2.7 Type: Rock Core

Sample No.

Unconfined strength, psi

Undrained shear strength, psi

Failure strain, %

Strain rate, %/min.

Water content, %

Wet density, pcf

Dry density, pcf

Saturation, %

Void ratio

Specimen diameter, in.

Specimen height, in.

Height/diameter ratio

1

237.77

118.88

0.7

0.30

24.4

118.5

95.3

85.5

0.7689

2.36

4.75

2.01

Com

pre

ssiv

e S

tress

, psi

0

100

200

300

400

Axial Strain, %

0 1.5 3 4.5 6

1

Page 9: UNCONFINED COMPRESSION TEST - sac.usace.army.mil · UNCONFINED COMPRESSION TEST UNCONFINED COMPRESSION TEST U.S. Army Corp of Engineers Project No.: PR&C W33SJG32408326, W.O. # 834e

Tested By: AB Checked By: MW

UNCONFINED COMPRESSION TEST

UNCONFINED COMPRESSION TEST

U.S. Army Corp of Engineers

Project No.: PR&C W33SJG32408326, W.O. # 834e

Date Sampled:

Remarks: Tests performed in accordance with ASTM D2938

& D2216.

Figure

Client: Wilmington/Charleston District

Project: Charleston Harbor Entrance Channel Rock Testing

Location: EC-13-B-33, K2/3215

Sample Number: #4 Depth: 58.5 - 58.9'

Description: Intact Rock Core

LL = PI = PL = Assumed GS= 2.7 Type: Rock Core

Sample No.

Unconfined strength, psi

Undrained shear strength, psi

Failure strain, %

Strain rate, %/min.

Water content, %

Wet density, pcf

Dry density, pcf

Saturation, %

Void ratio

Specimen diameter, in.

Specimen height, in.

Height/diameter ratio

1

322.07

161.03

0.8

0.30

15.7

125.7

108.6

76.9

0.5523

2.37

4.71

1.99

Com

pre

ssiv

e S

tress

, psi

0

100

200

300

400

Axial Strain, %

0 0.5 1 1.5 2

1

Page 10: UNCONFINED COMPRESSION TEST - sac.usace.army.mil · UNCONFINED COMPRESSION TEST UNCONFINED COMPRESSION TEST U.S. Army Corp of Engineers Project No.: PR&C W33SJG32408326, W.O. # 834e

Tested By: AB Checked By: MW

UNCONFINED COMPRESSION TEST

UNCONFINED COMPRESSION TEST

U.S. Army Corp of Engineers

Project No.: PR&C W33SJG32408326, W.O. # 834e

Date Sampled:

Remarks: Tests performed in accordance with ASTM D2938

& D2216.

Figure

Client: Wilmington/Charleston District

Project: Charleston Harbor Entrance Channel Rock Testing

Location: EC-13-B-34, K2/3217

Sample Number: #2 Depth: 57.7 - 58.2'

Description: Intact Rock Core

LL = PI = PL = Assumed GS= 2.7 Type: Rock Core

Sample No.

Unconfined strength, psi

Undrained shear strength, psi

Failure strain, %

Strain rate, %/min.

Water content, %

Wet density, pcf

Dry density, pcf

Saturation, %

Void ratio

Specimen diameter, in.

Specimen height, in.

Height/diameter ratio

1

124.69

62.34

0.2

0.30

19.2

116.3

97.5

71.3

0.7286

2.35

4.61

1.96

Com

pre

ssiv

e S

tress

, psi

0

50

100

150

200

Axial Strain, %

0 1 2 3 4

1

Page 11: UNCONFINED COMPRESSION TEST - sac.usace.army.mil · UNCONFINED COMPRESSION TEST UNCONFINED COMPRESSION TEST U.S. Army Corp of Engineers Project No.: PR&C W33SJG32408326, W.O. # 834e

Tested By: AB Checked By: MW

UNCONFINED COMPRESSION TEST

UNCONFINED COMPRESSION TEST

U.S. Army Corp of Engineers

Project No.: PR&C W33SJG32408326, W.O. # 834e

Date Sampled:

Remarks: Tests performed in accordance with ASTM D2938

& D2216.

Figure

Client: Wilmington/Charleston District

Project: Charleston Harbor Entrance Channel Rock Testing

Location: EC-13-B-34, K2/3218

Sample Number: #3 Depth: 59.7 - 60.2'

Description: Intact Rock Core

LL = PI = PL = Assumed GS= 2.7 Type: Rock Core

Sample No.

Unconfined strength, psi

Undrained shear strength, psi

Failure strain, %

Strain rate, %/min.

Water content, %

Wet density, pcf

Dry density, pcf

Saturation, %

Void ratio

Specimen diameter, in.

Specimen height, in.

Height/diameter ratio

1

194.55

97.27

0.3

0.30

23.7

119.6

96.7

86.1

0.7437

2.31

4.60

1.99

Com

pre

ssiv

e S

tress

, psi

0

50

100

150

200

Axial Strain, %

0 1 2 3 4

1

Page 12: UNCONFINED COMPRESSION TEST - sac.usace.army.mil · UNCONFINED COMPRESSION TEST UNCONFINED COMPRESSION TEST U.S. Army Corp of Engineers Project No.: PR&C W33SJG32408326, W.O. # 834e

Tested By: AB Checked By: MW

UNCONFINED COMPRESSION TEST

UNCONFINED COMPRESSION TEST

U.S. Army Corp of Engineers

Project No.: PR&C W33SJG32408326, W.O. # 834e

Date Sampled:

Remarks: Tests performed in accordance with ASTM D2938

& D2216.

Figure

Client: Wilmington/Charleston District

Project: Charleston Harbor Entrance Channel Rock Testing

Location: EC-13-B-35, K2/3220

Sample Number: #2 Depth: 55.0 - 55.5'

Description: Intact Rock Core

LL = PI = PL = Assumed GS= 2.7 Type: Rock Core

Sample No.

Unconfined strength, psi

Undrained shear strength, psi

Failure strain, %

Strain rate, %/min.

Water content, %

Wet density, pcf

Dry density, pcf

Saturation, %

Void ratio

Specimen diameter, in.

Specimen height, in.

Height/diameter ratio

1

195.03

97.52

0.4

0.30

20.2

117.9

98.1

75.9

0.7180

2.32

4.71

2.03

Com

pre

ssiv

e S

tress

, psi

0

50

100

150

200

Axial Strain, %

0 1 2 3 4

1

Page 13: UNCONFINED COMPRESSION TEST - sac.usace.army.mil · UNCONFINED COMPRESSION TEST UNCONFINED COMPRESSION TEST U.S. Army Corp of Engineers Project No.: PR&C W33SJG32408326, W.O. # 834e

Tested By: AB Checked By: MW

UNCONFINED COMPRESSION TEST

UNCONFINED COMPRESSION TEST

U.S. Army Corp of Engineers

Project No.: PR&C W33SJG32408326, W.O. # 834e

Date Sampled:

Remarks: Tests performed in accordance with ASTM D2938

& D2216.

Figure

Client: Wilmington/Charleston District

Project: Charleston Harbor Entrance Channel Rock Testing

Location: EC-13-B-35, K2/3221

Sample Number: #3 Depth: 59.0 - 59.5'

Description: Intact Rock Core

LL = PI = PL = Assumed GS= 2.7 Type: Rock Core

Sample No.

Unconfined strength, psi

Undrained shear strength, psi

Failure strain, %

Strain rate, %/min.

Water content, %

Wet density, pcf

Dry density, pcf

Saturation, %

Void ratio

Specimen diameter, in.

Specimen height, in.

Height/diameter ratio

1

230.97

115.48

0.5

0.30

19.9

115.4

96.3

71.5

0.7501

2.38

4.73

1.99

Com

pre

ssiv

e S

tress

, psi

0

100

200

300

400

Axial Strain, %

0 1.5 3 4.5 6

1

Page 14: UNCONFINED COMPRESSION TEST - sac.usace.army.mil · UNCONFINED COMPRESSION TEST UNCONFINED COMPRESSION TEST U.S. Army Corp of Engineers Project No.: PR&C W33SJG32408326, W.O. # 834e

Tested By: AB Checked By: MW

UNCONFINED COMPRESSION TEST

UNCONFINED COMPRESSION TEST

U.S. Army Corp of Engineers

Project No.: PR&C W33SJG32408326, W.O. # 834e

Date Sampled:

Remarks: Tests performed in accordance with ASTM D2938

& D2216.

Figure

Client: Wilmington/Charleston District

Project: Charleston Harbor Entrance Channel Rock Testing

Location: EC-13-B-36, K2/3222

Sample Number: #1 Depth: 54.3 - 54.8'

Description: Intact Rock Core

LL = PI = PL = Assumed GS= 2.7 Type: Rock Cores

Sample No.

Unconfined strength, psi

Undrained shear strength, psi

Failure strain, %

Strain rate, %/min.

Water content, %

Wet density, pcf

Dry density, pcf

Saturation, %

Void ratio

Specimen diameter, in.

Specimen height, in.

Height/diameter ratio

1

183.93

91.96

1.3

0.30

21.8

120.2

98.7

83.2

0.7082

2.29

4.43

1.93

Com

pre

ssiv

e S

tress

, psi

0

50

100

150

200

Axial Strain, %

0 1.5 3 4.5 6

1

Page 15: UNCONFINED COMPRESSION TEST - sac.usace.army.mil · UNCONFINED COMPRESSION TEST UNCONFINED COMPRESSION TEST U.S. Army Corp of Engineers Project No.: PR&C W33SJG32408326, W.O. # 834e

Tested By: AB Checked By: MW

UNCONFINED COMPRESSION TEST

UNCONFINED COMPRESSION TEST

U.S. Army Corp of Engineers

Project No.: PR&C W33SJG32408326, W.O. # 834e

Date Sampled:

Remarks: Tests performed in accordance with ASTM D2938

& D2216.

Figure

Client: Wilmington/Charleston District

Project: Charleston Harbor Entrance Channel Rock Testing

Location: EC-13-B-36, K2/3223

Sample Number: #2 Depth: 56.7 - 57.2'

Description: Intact Rock Core

LL = PI = PL = Assumed GS= 2.7 Type: Rock Core

Sample No.

Unconfined strength, psi

Undrained shear strength, psi

Failure strain, %

Strain rate, %/min.

Water content, %

Wet density, pcf

Dry density, pcf

Saturation, %

Void ratio

Specimen diameter, in.

Specimen height, in.

Height/diameter ratio

1

145.38

72.69

1.2

0.30

21.2

114.4

94.4

72.8

0.7860

2.35

4.57

1.94

Com

pre

ssiv

e S

tress

, psi

0

50

100

150

200

Axial Strain, %

0 1 2 3 4

1

Page 16: UNCONFINED COMPRESSION TEST - sac.usace.army.mil · UNCONFINED COMPRESSION TEST UNCONFINED COMPRESSION TEST U.S. Army Corp of Engineers Project No.: PR&C W33SJG32408326, W.O. # 834e

Tested By: AB Checked By: MW

UNCONFINED COMPRESSION TEST

UNCONFINED COMPRESSION TEST

U.S. Army Corp of Engineers

Project No.: PR&C W33SJG32408326, W.O. # 834e

Date Sampled:

Remarks: Tests performed in accordance with ASTM D2938

& D2216.

Figure

Client: Wilmington/Charleston District

Project: Charleston Harbor Entrance Channel Rock Testing

Location: EC-13-B-37, K2/3226

Sample Number: #3 Depth: 59.2 - 59.7'

Description: Intact Rock Core

LL = PI = PL = Assumed GS= 2.7 Type: Rock Core

Sample No.

Unconfined strength, psi

Undrained shear strength, psi

Failure strain, %

Strain rate, %/min.

Water content, %

Wet density, pcf

Dry density, pcf

Saturation, %

Void ratio

Specimen diameter, in.

Specimen height, in.

Height/diameter ratio

1

174.52

87.26

0.7

0.30

26.7

117.3

92.6

87.9

0.8212

2.34

4.64

1.98

Com

pre

ssiv

e S

tress

, psi

0

50

100

150

200

Axial Strain, %

0 1.5 3 4.5 6

1

Page 17: UNCONFINED COMPRESSION TEST - sac.usace.army.mil · UNCONFINED COMPRESSION TEST UNCONFINED COMPRESSION TEST U.S. Army Corp of Engineers Project No.: PR&C W33SJG32408326, W.O. # 834e

Tested By: AB Checked By: MW

UNCONFINED COMPRESSION TEST

UNCONFINED COMPRESSION TEST

U.S. Army Corp of Engineers

Project No.: PR&C W33SJG32408326, W.O. # 834e

Date Sampled:

Remarks: Tests performed in accordance with ASTM D2938

& D2216.

Figure

Client: Wilmington/Charleston District

Project: Charleston Harbor Entrance Channel Rock Testing

Location: EC-13-B-38, K2/3227

Sample Number: #1 Depth: 56.2 - 56.7'

Description: Intact Rock Core

LL = PI = PL = Assumed GS= 2.7 Type: Rock Core

Sample No.

Unconfined strength, psi

Undrained shear strength, psi

Failure strain, %

Strain rate, %/min.

Water content, %

Wet density, pcf

Dry density, pcf

Saturation, %

Void ratio

Specimen diameter, in.

Specimen height, in.

Height/diameter ratio

1

33.29

16.64

0.3

0.30

25.8

109.1

86.7

73.9

0.9444

2.29

4.66

2.03

Com

pre

ssiv

e S

tress

, psi

0

10

20

30

40

Axial Strain, %

0 2.5 5 7.5 10

1

Page 18: UNCONFINED COMPRESSION TEST - sac.usace.army.mil · UNCONFINED COMPRESSION TEST UNCONFINED COMPRESSION TEST U.S. Army Corp of Engineers Project No.: PR&C W33SJG32408326, W.O. # 834e

Tested By: AB Checked By: MW

UNCONFINED COMPRESSION TEST

UNCONFINED COMPRESSION TEST

U.S. Army Corp of Engineers

Project No.: PR&C W33SJG32408326, W.O. # 834e

Date Sampled:

Remarks: Tests performed in accordance with ASTM D2938

& D2216.

Figure

Client: Wilmington/Charleston District

Project: Charleston Harbor Entrance Channel Rock Testing

Location: EC-13-B-38, K2/3229

Sample Number: #3 Depth: 59.0 - 59.5'

Description: Intact Rock Core

LL = PI = PL = Assumed GS= 2.7 Type: Rock Core

Sample No.

Unconfined strength, psi

Undrained shear strength, psi

Failure strain, %

Strain rate, %/min.

Water content, %

Wet density, pcf

Dry density, pcf

Saturation, %

Void ratio

Specimen diameter, in.

Specimen height, in.

Height/diameter ratio

1

100.72

50.36

2.6

0.30

22.5

109.4

89.3

68.5

0.8869

2.32

4.63

1.99

Com

pre

ssiv

e S

tress

, psi

0

50

100

150

200

Axial Strain, %

0 5 10 15 20

1

Page 19: UNCONFINED COMPRESSION TEST - sac.usace.army.mil · UNCONFINED COMPRESSION TEST UNCONFINED COMPRESSION TEST U.S. Army Corp of Engineers Project No.: PR&C W33SJG32408326, W.O. # 834e

Tested By: AB Checked By: MW

UNCONFINED COMPRESSION TEST

UNCONFINED COMPRESSION TEST

U.S. Army Corp of Engineers

Project No.: PR&C W33SJG32408326, W.O. # 834e

Date Sampled:

Remarks: Tests performed in accordance with ASTM D2938

& D2216.

Figure

Client: Wilmington/Charleston District

Project: Charleston Harbor Entrance Channel Rock Testing

Location: EC-13-B-39, K2/3230

Sample Number: #1 Depth: 54.2 - 54.7'

Description: Intact Rock Core

LL = PI = PL = Assumed GS= 2.7 Type: Rock Core

Sample No.

Unconfined strength, psi

Undrained shear strength, psi

Failure strain, %

Strain rate, %/min.

Water content, %

Wet density, pcf

Dry density, pcf

Saturation, %

Void ratio

Specimen diameter, in.

Specimen height, in.

Height/diameter ratio

1

176.45

88.23

0.8

0.30

22.5

114.7

93.6

76.0

0.8013

3.21

6.07

1.89

Com

pre

ssiv

e S

tress

, psi

0

50

100

150

200

Axial Strain, %

0 1 2 3 4

1

Page 20: UNCONFINED COMPRESSION TEST - sac.usace.army.mil · UNCONFINED COMPRESSION TEST UNCONFINED COMPRESSION TEST U.S. Army Corp of Engineers Project No.: PR&C W33SJG32408326, W.O. # 834e

Tested By: AB Checked By: MW

UNCONFINED COMPRESSION TEST

UNCONFINED COMPRESSION TEST

U.S. Army Corp of Engineers

Project No.: PR&C W33SJG32408326, W.O. # 834e

Date Sampled:

Remarks: Tests performed in accordance with ASTM D2938

& D2216.

Figure

Client: Wilmington/Charleston District

Project: Charleston Harbor Entrance Channel Rock Testing

Location: EC-13-B-39, K2/3232

Sample Number: #3 Depth: 57.2 - 57.7'

Description: Intact Rock Core

LL = PI = PL = Assumed GS= 2.7 Type: Rock Core

Sample No.

Unconfined strength, psi

Undrained shear strength, psi

Failure strain, %

Strain rate, %/min.

Water content, %

Wet density, pcf

Dry density, pcf

Saturation, %

Void ratio

Specimen diameter, in.

Specimen height, in.

Height/diameter ratio

1

248.86

124.43

0.5

0.30

22.9

120.5

98.1

86.1

0.7188

3.20

6.00

1.87

Com

pre

ssiv

e S

tress

, psi

0

100

200

300

400

Axial Strain, %

0 1 2 3 4

1

Page 21: UNCONFINED COMPRESSION TEST - sac.usace.army.mil · UNCONFINED COMPRESSION TEST UNCONFINED COMPRESSION TEST U.S. Army Corp of Engineers Project No.: PR&C W33SJG32408326, W.O. # 834e

Tested By: AB Checked By: MW

UNCONFINED COMPRESSION TEST

UNCONFINED COMPRESSION TEST

U.S. Army Corp of Engineers

Project No.: PR&C W33SJG32408326, W.O. # 834e

Date Sampled:

Remarks: Tests performed in accordance with ASTM D2938

& D2216.

Figure

Client: Wilmington/Charleston District

Project: Charleston Harbor Entrance Channel Rock Testing

Location: EC-13-B-39, K2/3233

Sample Number: #4 Depth: 58.7 - 59.3'

Description: Intact Rock Core

LL = PI = PL = Assumed GS= 2.7 Type: Rock Core

Sample No.

Unconfined strength, psi

Undrained shear strength, psi

Failure strain, %

Strain rate, %/min.

Water content, %

Wet density, pcf

Dry density, pcf

Saturation, %

Void ratio

Specimen diameter, in.

Specimen height, in.

Height/diameter ratio

1

253.30

126.65

0.5

0.30

22.3

119.6

97.7

83.1

0.7244

3.18

6.05

1.90

Com

pre

ssiv

e S

tress

, psi

0

100

200

300

400

Axial Strain, %

0 1 2 3 4

1

Page 22: UNCONFINED COMPRESSION TEST - sac.usace.army.mil · UNCONFINED COMPRESSION TEST UNCONFINED COMPRESSION TEST U.S. Army Corp of Engineers Project No.: PR&C W33SJG32408326, W.O. # 834e

Tested By: AB Checked By: MW

UNCONFINED COMPRESSION TEST

UNCONFINED COMPRESSION TEST

U.S. Army Corp of Engineers

Project No.: PR&C W33SJG32408326, W.O. # 834e

Date Sampled:

Remarks: Tests performed in accordance with ASTM D2938

& D2216.

Figure

Client: Wilmington/Charleston District

Project: Charleston Harbor Entrance Channel Rock Testing

Location: EC-13-B-40, K2/3235

Sample Number: #1 Depth: 53.7 - 54.3'

Description: Intact Rock Core

LL = PI = PL = Assumed GS= 2.7 Type: Rock Core

Sample No.

Unconfined strength, psi

Undrained shear strength, psi

Failure strain, %

Strain rate, %/min.

Water content, %

Wet density, pcf

Dry density, pcf

Saturation, %

Void ratio

Specimen diameter, in.

Specimen height, in.

Height/diameter ratio

1

295.52

147.76

0.7

0.30

24.9

118.5

94.9

86.5

0.7761

3.23

5.98

1.85

Com

pre

ssiv

e S

tress

, psi

0

100

200

300

400

Axial Strain, %

0 0.5 1 1.5 2

1

Page 23: UNCONFINED COMPRESSION TEST - sac.usace.army.mil · UNCONFINED COMPRESSION TEST UNCONFINED COMPRESSION TEST U.S. Army Corp of Engineers Project No.: PR&C W33SJG32408326, W.O. # 834e

Tested By: AB Checked By: MW

UNCONFINED COMPRESSION TEST

UNCONFINED COMPRESSION TEST

U.S. Army Corp of Engineers

Project No.: PR&C W33SJG32408326, W.O. # 834e

Date Sampled:

Remarks: Tests performed in accordance with ASTM D2938

& D2216.

Figure

Client: Wilmington/Charleston District

Project: Charleston Harbor Entrance Channel Rock Testing

Location: EC-13-B-40, K2/3236

Sample Number: #2 Depth: 55.8 - 56.3'

Description: Intact Rock Core

LL = PI = PL = Assumed GS= 2.7 Type: Rock Core

Sample No.

Unconfined strength, psi

Undrained shear strength, psi

Failure strain, %

Strain rate, %/min.

Water content, %

Wet density, pcf

Dry density, pcf

Saturation, %

Void ratio

Specimen diameter, in.

Specimen height, in.

Height/diameter ratio

1

292.92

146.46

0.7

0.30

24.1

120.6

97.2

88.6

0.7347

3.21

6.20

1.94

Com

pre

ssiv

e S

tress

, psi

0

100

200

300

400

Axial Strain, %

0 0.25 0.5 0.75 1

1

Page 24: UNCONFINED COMPRESSION TEST - sac.usace.army.mil · UNCONFINED COMPRESSION TEST UNCONFINED COMPRESSION TEST U.S. Army Corp of Engineers Project No.: PR&C W33SJG32408326, W.O. # 834e

Tested By: AB Checked By: MW

UNCONFINED COMPRESSION TEST

UNCONFINED COMPRESSION TEST

U.S. Army Corp of Engineers

Project No.: PR&C W33SJG32408326, W.O. # 834e

Date Sampled:

Remarks: Tests performed in accordance with ASTM D2938

& D2216.

Figure

Client: Wilmington/Charleston District

Project: Charleston Harbor Entrance Channel Rock Testing

Location: EC-13-B-40, K2/3238

Sample Number: #4 Depth: 58.7 - 59.3'

Description: Intact Rock Core

LL = PI = PL = Assumed GS= 2.7 Type: Rock Core

Sample No.

Unconfined strength, psi

Undrained shear strength, psi

Failure strain, %

Strain rate, %/min.

Water content, %

Wet density, pcf

Dry density, pcf

Saturation, %

Void ratio

Specimen diameter, in.

Specimen height, in.

Height/diameter ratio

1

232.13

116.06

0.4

0.30

24.9

117.4

94.0

84.8

0.7935

3.22

6.21

1.93

Com

pre

ssiv

e S

tress

, psi

0

100

200

300

400

Axial Strain, %

0 1 2 3 4

1

Page 25: UNCONFINED COMPRESSION TEST - sac.usace.army.mil · UNCONFINED COMPRESSION TEST UNCONFINED COMPRESSION TEST U.S. Army Corp of Engineers Project No.: PR&C W33SJG32408326, W.O. # 834e

Tested By: AB Checked By: MW

UNCONFINED COMPRESSION TEST

UNCONFINED COMPRESSION TEST

U.S. Army Corp of Engineers

Project No.: PR&C W33SJG32408326, W.O. # 834e

Date Sampled:

Remarks: Tests performed in accordance with ASTM D2938

& D2216.

Figure

Client: Wilmington/Charleston District

Project: Charleston Harbor Entrance Channel Rock Testing

Location: EC-13-B-41, K2/3239

Sample Number: #1 Depth: 53.6 - 54.1'

Description: Intact Rock Core

LL = PI = PL = Assumed GS= 2.7 Type: Rock Core

Sample No.

Unconfined strength, psi

Undrained shear strength, psi

Failure strain, %

Strain rate, %/min.

Water content, %

Wet density, pcf

Dry density, pcf

Saturation, %

Void ratio

Specimen diameter, in.

Specimen height, in.

Height/diameter ratio

1

185.98

92.99

0.5

0.30

24.8

116.7

93.5

83.3

0.8027

3.15

5.97

1.89

Com

pre

ssiv

e S

tress

, psi

0

50

100

150

200

Axial Strain, %

0 1 2 3 4

1

Page 26: UNCONFINED COMPRESSION TEST - sac.usace.army.mil · UNCONFINED COMPRESSION TEST UNCONFINED COMPRESSION TEST U.S. Army Corp of Engineers Project No.: PR&C W33SJG32408326, W.O. # 834e

Tested By: AB Checked By: MW

UNCONFINED COMPRESSION TEST

UNCONFINED COMPRESSION TEST

U.S. Army Corp of Engineers

Project No.: PR&C W33SJG32408326, W.O. # 834e

Date Sampled:

Remarks: Tests performed in accordance with ASTM D2938

& D2216.

Figure

Client: Wilmington/Charleston District

Project: Charleston Harbor Entrance Channel Rock Testing

Location: EC-13-B-41, K2/3240

Sample Number: #2 Depth: 55.9 - 59.1

Description: Intact Rock Core

LL = PI = PL = Assumed GS= 2.7 Type: Rock Core

Sample No.

Unconfined strength, psi

Undrained shear strength, psi

Failure strain, %

Strain rate, %/min.

Water content, %

Wet density, pcf

Dry density, pcf

Saturation, %

Void ratio

Specimen diameter, in.

Specimen height, in.

Height/diameter ratio

1

226.31

113.16

0.7

0.30

23.6

118.3

95.8

83.7

0.7599

3.11

5.91

1.90

Com

pre

ssiv

e S

tress

, psi

0

100

200

300

400

Axial Strain, %

0 1.5 3 4.5 6

1

Page 27: UNCONFINED COMPRESSION TEST - sac.usace.army.mil · UNCONFINED COMPRESSION TEST UNCONFINED COMPRESSION TEST U.S. Army Corp of Engineers Project No.: PR&C W33SJG32408326, W.O. # 834e

Tested By: AB Checked By: MW

UNCONFINED COMPRESSION TEST

UNCONFINED COMPRESSION TEST

U.S. Army Corp of Engineers

Project No.: PR&C W33SJG32408326, W.O. # 834e

Date Sampled:

Remarks: Tests performed in accordance with ASTM D2938

& D2216.

Figure

Client: Wilmington/Charleston District

Project: Charleston Harbor Entrance Channel Rock Testing

Location: EC-13-B-41, K2/3243

Sample Number: #5 Depth: 59.5 - 60.0'

Description: Intact Rock Core

LL = PI = PL = Assumed GS= 2.7 Type: Rock Core

Sample No.

Unconfined strength, psi

Undrained shear strength, psi

Failure strain, %

Strain rate, %/min.

Water content, %

Wet density, pcf

Dry density, pcf

Saturation, %

Void ratio

Specimen diameter, in.

Specimen height, in.

Height/diameter ratio

1

273.67

136.83

1.4

0.30

24.6

116.5

93.5

82.7

0.8020

3.19

6.24

1.96

Com

pre

ssiv

e S

tress

, psi

0

100

200

300

400

Axial Strain, %

0 1.5 3 4.5 6

1

Page 28: UNCONFINED COMPRESSION TEST - sac.usace.army.mil · UNCONFINED COMPRESSION TEST UNCONFINED COMPRESSION TEST U.S. Army Corp of Engineers Project No.: PR&C W33SJG32408326, W.O. # 834e

Tested By: AB Checked By: MW

UNCONFINED COMPRESSION TEST

UNCONFINED COMPRESSION TEST

U.S. Army Corp of Engineers

Project No.: PR&C W33SJG32408326, W.O. # 834e

Date Sampled:

Remarks: Tests performed in accordance with ASTM D2938

& D2216.

Figure

Client: Wilmington/Charleston District

Project: Charleston Harbor Entrance Channel Rock Testing

Location: EC-13-B-42, K2/3244

Sample Number: #1 Depth: 53.0 - 53.5'

Description: Intact Rock Core

LL = PI = PL = Assumed GS= 2.7 Type: Rock Core

Sample No.

Unconfined strength, psi

Undrained shear strength, psi

Failure strain, %

Strain rate, %/min.

Water content, %

Wet density, pcf

Dry density, pcf

Saturation, %

Void ratio

Specimen diameter, in.

Specimen height, in.

Height/diameter ratio

1

223.31

111.65

0.4

0.30

18.3

114.8

97.0

67.1

0.7381

3.16

5.24

1.66

Com

pre

ssiv

e S

tress

, psi

0

100

200

300

400

Axial Strain, %

0 0.15 0.3 0.45 0.6

1

Page 29: UNCONFINED COMPRESSION TEST - sac.usace.army.mil · UNCONFINED COMPRESSION TEST UNCONFINED COMPRESSION TEST U.S. Army Corp of Engineers Project No.: PR&C W33SJG32408326, W.O. # 834e

Tested By: AB Checked By: MW

UNCONFINED COMPRESSION TEST

UNCONFINED COMPRESSION TEST

U.S. Army Corp of Engineers

Project No.: PR&C W33SJG32408326, W.O. # 834e

Date Sampled:

Remarks: Tests performed in accordance with ASTM D2938

& D2216.

Figure

Client: Wilmington/Charleston District

Project: Charleston Harbor Entrance Channel Rock Testing

Location: EC-13-B-42, K2/3245

Sample Number: #2 Depth: 54.6 - 55.1'

Description: Intact Rock Core

LL = PI = PL = Assumed GS= 2.7 Type: Rock Core

Sample No.

Unconfined strength, psi

Undrained shear strength, psi

Failure strain, %

Strain rate, %/min.

Water content, %

Wet density, pcf

Dry density, pcf

Saturation, %

Void ratio

Specimen diameter, in.

Specimen height, in.

Height/diameter ratio

1

195.15

97.57

0.4

0.30

22.9

119.9

97.6

84.9

0.7274

3.15

5.96

1.89

Com

pre

ssiv

e S

tress

, psi

0

100

200

300

400

Axial Strain, %

0 2.5 5 7.5 10

1

Page 30: UNCONFINED COMPRESSION TEST - sac.usace.army.mil · UNCONFINED COMPRESSION TEST UNCONFINED COMPRESSION TEST U.S. Army Corp of Engineers Project No.: PR&C W33SJG32408326, W.O. # 834e

Tested By: AB Checked By: MW

UNCONFINED COMPRESSION TEST

UNCONFINED COMPRESSION TEST

U.S. Army Corp of Engineers

Project No.: PR&C W33SJG32408326, W.O. # 834e

Date Sampled:

Remarks: Tests performed in accordance with ASTM D2938

& D2216.

Figure

Client: Wilmington/Charleston District

Project: Charleston Harbor Entrance Channel Rock Testing

Location: EC-13-B-42, K2/3247

Sample Number: #4 Depth: 57.9 - 58.4'

Description: Intact Rock Core

LL = PI = PL = Assumed GS= 2.7 Type: Rock Core

Sample No.

Unconfined strength, psi

Undrained shear strength, psi

Failure strain, %

Strain rate, %/min.

Water content, %

Wet density, pcf

Dry density, pcf

Saturation, %

Void ratio

Specimen diameter, in.

Specimen height, in.

Height/diameter ratio

1

200.11

100.05

0.3

0.30

24.8

119.1

95.4

87.5

0.7665

3.21

5.95

1.85

Com

pre

ssiv

e S

tress

, psi

0

100

200

300

400

Axial Strain, %

0 1 2 3 4

1

Page 31: UNCONFINED COMPRESSION TEST - sac.usace.army.mil · UNCONFINED COMPRESSION TEST UNCONFINED COMPRESSION TEST U.S. Army Corp of Engineers Project No.: PR&C W33SJG32408326, W.O. # 834e

Tested By: AB Checked By: MW

UNCONFINED COMPRESSION TEST

UNCONFINED COMPRESSION TEST

U.S. Army Corp of Engineers

Project No.: PR&C W33SJG32408326, W.O. # 834e

Date Sampled:

Remarks: Tests performed in accordance with ASTM D2938

& D2216.

Figure

Client: Wilmington/Charleston District

Project: Charleston Harbor Entrance Channel Rock Testing

Location: EC-13-B-43, K2/3249

Sample Number: #1 Depth: 54.0 - 54.5'

Description: Intact Rock Core

LL = PI = PL = Assumed GS= 2.7 Type: Rock Core

Sample No.

Unconfined strength, psi

Undrained shear strength, psi

Failure strain, %

Strain rate, %/min.

Water content, %

Wet density, pcf

Dry density, pcf

Saturation, %

Void ratio

Specimen diameter, in.

Specimen height, in.

Height/diameter ratio

1

369.17

184.58

0.9

0.30

22.0

120.1

98.4

83.4

0.7128

3.21

6.05

1.88

Com

pre

ssiv

e S

tress

, psi

0

100

200

300

400

Axial Strain, %

0 1 2 3 4

1

Page 32: UNCONFINED COMPRESSION TEST - sac.usace.army.mil · UNCONFINED COMPRESSION TEST UNCONFINED COMPRESSION TEST U.S. Army Corp of Engineers Project No.: PR&C W33SJG32408326, W.O. # 834e

Tested By: AB Checked By: MW

UNCONFINED COMPRESSION TEST

UNCONFINED COMPRESSION TEST

U.S. Army Corp of Engineers

Project No.: PR&C W33SJG32408326, W.O. # 834e

Date Sampled:

Remarks: Tests performed in accordance with ASTM D2938

& D2216.

Figure

Client: Wilmington/Charleston District

Project: Charleston Harbor Entrance Channel Rock Testing

Location: EC-13-B-43, K2/3251

Sample Number: #3 Depth: 56.6 - 57.1'

Description: Intact Rock Core

LL = PI = PL = Assumed GS= 2.7 Type: Rock Core

Sample No.

Unconfined strength, psi

Undrained shear strength, psi

Failure strain, %

Strain rate, %/min.

Water content, %

Wet density, pcf

Dry density, pcf

Saturation, %

Void ratio

Specimen diameter, in.

Specimen height, in.

Height/diameter ratio

1

415.83

207.91

0.5

0.30

22.7

121.6

99.1

87.4

0.7003

3.21

6.81

2.12

Com

pre

ssiv

e S

tress

, psi

0

150

300

450

600

Axial Strain, %

0 0.25 0.5 0.75 1

1

Page 33: UNCONFINED COMPRESSION TEST - sac.usace.army.mil · UNCONFINED COMPRESSION TEST UNCONFINED COMPRESSION TEST U.S. Army Corp of Engineers Project No.: PR&C W33SJG32408326, W.O. # 834e

Tested By: AB Checked By: MW

UNCONFINED COMPRESSION TEST

UNCONFINED COMPRESSION TEST

U.S. Army Corp of Engineers

Project No.: PR&C W33SJG32408326, W.O. # 834e

Date Sampled:

Remarks: Tests performed in accordance with ASTM D2938

& D2216.

Figure

Client: Wilmington/Charleston District

Project: Charleston Harbor Entrance Channel Rock Testing

Location: EC-13-B-43, K2/3252

Sample Number: #4 Depth: 58.3 - 58.8'

Description: Intact Rock Core

LL = PI = PL = Assumed GS= 2.7 Type: Rock Core

Sample No.

Unconfined strength, psi

Undrained shear strength, psi

Failure strain, %

Strain rate, %/min.

Water content, %

Wet density, pcf

Dry density, pcf

Saturation, %

Void ratio

Specimen diameter, in.

Specimen height, in.

Height/diameter ratio

1

219.33

109.66

0.3

0.30

22.3

123.4

100.9

89.7

0.6700

3.21

6.27

1.96

Com

pre

ssiv

e S

tress

, psi

0

100

200

300

400

Axial Strain, %

0 2.5 5 7.5 10

1

Page 34: UNCONFINED COMPRESSION TEST - sac.usace.army.mil · UNCONFINED COMPRESSION TEST UNCONFINED COMPRESSION TEST U.S. Army Corp of Engineers Project No.: PR&C W33SJG32408326, W.O. # 834e

Tested By: AB Checked By: MW

UNCONFINED COMPRESSION TEST

UNCONFINED COMPRESSION TEST

U.S. Army Corp of Engineers

Project No.: PR&C W33SJG32408326, W.O. # 834e

Date Sampled:

Remarks: Tests performed in accordance with ASTM D2938

& D2216.

Figure

Client: Wilmington/Charleston District

Project: Charleston Harbor Entrance Channel Rock Testing

Location: EC-13-B-44, K2/3254

Sample Number: #1 Depth: 56.8 - 57.3'

Description: Intact Rock Core

LL = PI = PL = Assumed GS= 2.7 Type: Rock Core

Sample No.

Unconfined strength, psi

Undrained shear strength, psi

Failure strain, %

Strain rate, %/min.

Water content, %

Wet density, pcf

Dry density, pcf

Saturation, %

Void ratio

Specimen diameter, in.

Specimen height, in.

Height/diameter ratio

1

114.56

57.28

0.3

0.30

21.7

122.0

100.3

85.9

0.6806

3.17

5.90

1.86

Com

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, psi

0

50

100

150

200

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0 1 2 3 4

1

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Tested By: AB Checked By: MW

UNCONFINED COMPRESSION TEST

UNCONFINED COMPRESSION TEST

U.S. Army Corp of Engineers

Project No.: PR&C W33SJG32408326, W.O. # 834e

Date Sampled:

Remarks: Tests performed in accordance with ASTM D2938

& D2216.

Figure

Client: Wilmington/Charleston District

Project: Charleston Harbor Entrance Channel Rock Testing

Location: EC-13-B-44, K2/3256

Sample Number: #3 Depth: 59.4 - 59.9'

Description: Intact Rock Core

LL = PI = PL = Assumed GS= 2.7 Type: Rock Core

Sample No.

Unconfined strength, psi

Undrained shear strength, psi

Failure strain, %

Strain rate, %/min.

Water content, %

Wet density, pcf

Dry density, pcf

Saturation, %

Void ratio

Specimen diameter, in.

Specimen height, in.

Height/diameter ratio

1

158.72

79.36

0.5

0.30

24.4

118.6

95.3

85.8

0.7685

3.18

6.25

1.96

Com

pre

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e S

tress

, psi

0

50

100

150

200

Axial Strain, %

0 2.5 5 7.5 10

1

Page 36: UNCONFINED COMPRESSION TEST - sac.usace.army.mil · UNCONFINED COMPRESSION TEST UNCONFINED COMPRESSION TEST U.S. Army Corp of Engineers Project No.: PR&C W33SJG32408326, W.O. # 834e

Tested By: AB Checked By: MW

UNCONFINED COMPRESSION TEST

UNCONFINED COMPRESSION TEST

U.S. Army Corp of Engineers

Project No.: PR&C W33SJG32408326, W.O. # 834e

Date Sampled:

Remarks: Tests performed in accordance with ASTM D2938

& D2216.

Figure

Client: Wilmington/Charleston District

Project: Charleston Harbor Entrance Channel Rock Testing

Location: EC-13-B-45, K2/3257

Sample Number: #1 Depth: 53.7 - 54.2'

Description: Intact Rock Core

LL = PI = PL = Assumed GS= 2.7 Type: Rock Core

Sample No.

Unconfined strength, psi

Undrained shear strength, psi

Failure strain, %

Strain rate, %/min.

Water content, %

Wet density, pcf

Dry density, pcf

Saturation, %

Void ratio

Specimen diameter, in.

Specimen height, in.

Height/diameter ratio

1

227.36

113.68

0.4

0.30

24.8

114.1

91.4

79.3

0.8442

3.21

5.63

1.75

Com

pre

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, psi

0

100

200

300

400

Axial Strain, %

0 0.25 0.5 0.75 1

1

Page 37: UNCONFINED COMPRESSION TEST - sac.usace.army.mil · UNCONFINED COMPRESSION TEST UNCONFINED COMPRESSION TEST U.S. Army Corp of Engineers Project No.: PR&C W33SJG32408326, W.O. # 834e

Tested By: AB Checked By: MW

UNCONFINED COMPRESSION TEST

UNCONFINED COMPRESSION TEST

U.S. Army Corp of Engineers

Project No.: PR&C W33SJG32408326, W.O. # 834e

Date Sampled:

Remarks: Tests performed in accordance with ASTM D2938

& D2216.

Figure

Client: Wilmington/Charleston District

Project: Charleston Harbor Entrance Channel Rock Testing

Location: EC-13-B-45, K2/3259

Sample Number: #3 Depth: 55.8 - 56.3'

Description: Intact Rock Core

LL = PI = PL = Assumed GS= 2.7 Type: Rock Core

Sample No.

Unconfined strength, psi

Undrained shear strength, psi

Failure strain, %

Strain rate, %/min.

Water content, %

Wet density, pcf

Dry density, pcf

Saturation, %

Void ratio

Specimen diameter, in.

Specimen height, in.

Height/diameter ratio

1

200.46

100.23

0.4

0.30

23.1

119.1

96.8

84.0

0.7410

3.19

6.20

1.94

Com

pre

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e S

tress

, psi

0

100

200

300

400

Axial Strain, %

0 1.5 3 4.5 6

1

Page 38: UNCONFINED COMPRESSION TEST - sac.usace.army.mil · UNCONFINED COMPRESSION TEST UNCONFINED COMPRESSION TEST U.S. Army Corp of Engineers Project No.: PR&C W33SJG32408326, W.O. # 834e

Tested By: AB Checked By: MW

UNCONFINED COMPRESSION TEST

UNCONFINED COMPRESSION TEST

U.S. Army Corp of Engineers

Project No.: PR&C W33SJG32408326, W.O. # 834e

Date Sampled:

Remarks: Tests performed in accordance with ASTM D2938

& D2216.

Figure

Client: Wilmington/Charleston District

Project: Charleston Harbor Entrance Channel Rock Testing

Location: EC-13-B-45, K2/3260

Sample Number: #4 Depth: 57.8 - 58.3'

Description: Intact Rock Core

LL = PI = PL = Assumed GS= 2.7 Type: Rock Core

Sample No.

Unconfined strength, psi

Undrained shear strength, psi

Failure strain, %

Strain rate, %/min.

Water content, %

Wet density, pcf

Dry density, pcf

Saturation, %

Void ratio

Specimen diameter, in.

Specimen height, in.

Height/diameter ratio

1

191.35

95.67

0.5

0.30

20.3

117.9

98.0

76.2

0.7198

3.19

6.01

1.89

Com

pre

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e S

tress

, psi

0

50

100

150

200

Axial Strain, %

0 0.25 0.5 0.75 1

1

Page 39: UNCONFINED COMPRESSION TEST - sac.usace.army.mil · UNCONFINED COMPRESSION TEST UNCONFINED COMPRESSION TEST U.S. Army Corp of Engineers Project No.: PR&C W33SJG32408326, W.O. # 834e

Tested By: AB Checked By: MW

UNCONFINED COMPRESSION TEST

UNCONFINED COMPRESSION TEST

U.S. Army Corp of Engineers

Project No.: PR&C W33SJG32408326, W.O. # 834e

Date Sampled:

Remarks: Tests performed in accordance with ASTM D2938

& D2216.

Figure

Client: Wilmington/Charleston District

Project: Charleston Harbor Entrance Channel Rock Testing

Location: EC-13-B-46, K2/3262

Sample Number: #1 Depth: 57.5 - 58.0'

Description: Intact Rock Core

LL = PI = PL = Assumed GS= 2.7 Type: Rock Core

Sample No.

Unconfined strength, psi

Undrained shear strength, psi

Failure strain, %

Strain rate, %/min.

Water content, %

Wet density, pcf

Dry density, pcf

Saturation, %

Void ratio

Specimen diameter, in.

Specimen height, in.

Height/diameter ratio

1

138.37

69.19

0.5

0.30

27.6

119.1

93.3

92.6

0.8063

3.10

5.79

1.87

Com

pre

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e S

tress

, psi

0

50

100

150

200

Axial Strain, %

0 1 2 3 4

1

Page 40: UNCONFINED COMPRESSION TEST - sac.usace.army.mil · UNCONFINED COMPRESSION TEST UNCONFINED COMPRESSION TEST U.S. Army Corp of Engineers Project No.: PR&C W33SJG32408326, W.O. # 834e

Tested By: AB Checked By: MW

UNCONFINED COMPRESSION TEST

UNCONFINED COMPRESSION TEST

U.S. Army Corp of Engineers

Project No.: PR&C W33SJG32408326, W.O. # 834e

Date Sampled:

Remarks: Tests performed in accordance with ASTM D2938

& D2216.

Figure

Client: Wilmington/Charleston District

Project: Charleston Harbor Entrance Channel Rock Testing

Location: EC-13-B-46, K2/3264

Sample Number: #3 Depth: 59.9 - 60.4'

Description: Intact Rock Core

LL = PI = PL = Assumed GS= 2.7 Type: Rock Core

Sample No.

Unconfined strength, psi

Undrained shear strength, psi

Failure strain, %

Strain rate, %/min.

Water content, %

Wet density, pcf

Dry density, pcf

Saturation, %

Void ratio

Specimen diameter, in.

Specimen height, in.

Height/diameter ratio

1

170.46

85.23

0.4

0.30

28.3

119.1

92.9

93.6

0.8151

3.09

5.83

1.89

Com

pre

ssiv

e S

tress

, psi

0

50

100

150

200

Axial Strain, %

0 1.5 3 4.5 6

1

Page 41: UNCONFINED COMPRESSION TEST - sac.usace.army.mil · UNCONFINED COMPRESSION TEST UNCONFINED COMPRESSION TEST U.S. Army Corp of Engineers Project No.: PR&C W33SJG32408326, W.O. # 834e

Tested By: AB Checked By: MW

UNCONFINED COMPRESSION TEST

UNCONFINED COMPRESSION TEST

U.S. Army Corp of Engineers

Project No.: PR&C W33SJG32408326, W.O. # 834e

Date Sampled:

Remarks: Tests performed in accordance with ASTM D2938

& D2216.

Figure

Client: Wilmington/Charleston District

Project: Charleston Harbor Entrance Channel Rock Testing

Location: EC-13-B-47, K2/3265

Sample Number: #1 Depth: 56.1 - 56.7'

Description: Intact Rock Core

LL = PI = PL = Assumed GS= 2.7 Type: Rock Core

Sample No.

Unconfined strength, psi

Undrained shear strength, psi

Failure strain, %

Strain rate, %/min.

Water content, %

Wet density, pcf

Dry density, pcf

Saturation, %

Void ratio

Specimen diameter, in.

Specimen height, in.

Height/diameter ratio

1

130.48

65.24

0.8

0.30

26.4

116.8

92.3

86.5

0.8253

3.16

5.68

1.80

Com

pre

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e S

tress

, psi

0

50

100

150

200

Axial Strain, %

0 1.5 3 4.5 6

1

Page 42: UNCONFINED COMPRESSION TEST - sac.usace.army.mil · UNCONFINED COMPRESSION TEST UNCONFINED COMPRESSION TEST U.S. Army Corp of Engineers Project No.: PR&C W33SJG32408326, W.O. # 834e

Tested By: AB Checked By: MW

UNCONFINED COMPRESSION TEST

UNCONFINED COMPRESSION TEST

U.S. Army Corp of Engineers

Project No.: PR&C W33SJG32408326, W.O. # 834e

Date Sampled:

Remarks: Tests performed in accordance with ASTM D2938

& D2216.

Figure

Client: Wilmington/Charleston District

Project: Charleston Harbor Entrance Channel Rock Testing

Location: EC-13-B-47, K2/3267

Sample Number: #3 Depth: 58.5 - 59.0'

Description: Intact Rock Core

LL = PI = PL = Assumed GS= 2.7 Type: Rock Core

Sample No.

Unconfined strength, psi

Undrained shear strength, psi

Failure strain, %

Strain rate, %/min.

Water content, %

Wet density, pcf

Dry density, pcf

Saturation, %

Void ratio

Specimen diameter, in.

Specimen height, in.

Height/diameter ratio

1

152.33

76.17

0.8

0.30

23.9

117.5

94.8

83.1

0.7772

3.20

6.16

1.93

Com

pre

ssiv

e S

tress

, psi

0

50

100

150

200

Axial Strain, %

0 1 2 3 4

1

Page 43: UNCONFINED COMPRESSION TEST - sac.usace.army.mil · UNCONFINED COMPRESSION TEST UNCONFINED COMPRESSION TEST U.S. Army Corp of Engineers Project No.: PR&C W33SJG32408326, W.O. # 834e

Tested By: AB Checked By: MW

UNCONFINED COMPRESSION TEST

UNCONFINED COMPRESSION TEST

U.S. Army Corp of Engineers

Project No.: PR&C W33SJG32408326, W.O. # 834e

Date Sampled:

Remarks: Tests performed in accordance with ASTM D2938

& D2216.

Figure

Client: Wilmington/Charleston District

Project: Charleston Harbor Entrance Channel Rock Testing

Location: EC-13-B-48, K2/3268

Sample Number: #1 Depth: 52.7 - 53.2'

Description: Intact Rock Core

LL = PI = PL = Assumed GS= 2.7 Type: Rock Core

Sample No.

Unconfined strength, psi

Undrained shear strength, psi

Failure strain, %

Strain rate, %/min.

Water content, %

Wet density, pcf

Dry density, pcf

Saturation, %

Void ratio

Specimen diameter, in.

Specimen height, in.

Height/diameter ratio

1

98.44

49.22

0.4

0.30

27.1

113.1

89.0

81.8

0.8944

3.14

5.73

1.83

Com

pre

ssiv

e S

tress

, psi

0

50

100

150

200

Axial Strain, %

0 1 2 3 4

1

Page 44: UNCONFINED COMPRESSION TEST - sac.usace.army.mil · UNCONFINED COMPRESSION TEST UNCONFINED COMPRESSION TEST U.S. Army Corp of Engineers Project No.: PR&C W33SJG32408326, W.O. # 834e

Tested By: AB Checked By: MW

UNCONFINED COMPRESSION TEST

UNCONFINED COMPRESSION TEST

U.S. Army Corp of Engineers

Project No.: PR&C W33SJG32408326, W.O. # 834e

Date Sampled:

Remarks: Tests performed in accordance with ASTM D2938

& D2216.

Figure

Client: Wilmington/Charleston District

Project: Charleston Harbor Entrance Channel Rock Testing

Location: EC-13-B-48, K2/3269

Sample Number: #2 Depth: 52.9 - 53.4'

Description: Intact Rock Core

LL = PI = PL = Assumed GS= 2.7 Type: Rock Core

Sample No.

Unconfined strength, psi

Undrained shear strength, psi

Failure strain, %

Strain rate, %/min.

Water content, %

Wet density, pcf

Dry density, pcf

Saturation, %

Void ratio

Specimen diameter, in.

Specimen height, in.

Height/diameter ratio

1

204.94

102.47

0.6

0.30

28.8

120.4

93.5

96.7

0.8036

3.16

6.17

1.95

Com

pre

ssiv

e S

tress

, psi

0

100

200

300

400

Axial Strain, %

0 0.25 0.5 0.75 1

1

Page 45: UNCONFINED COMPRESSION TEST - sac.usace.army.mil · UNCONFINED COMPRESSION TEST UNCONFINED COMPRESSION TEST U.S. Army Corp of Engineers Project No.: PR&C W33SJG32408326, W.O. # 834e

Tested By: AB Checked By: MW

UNCONFINED COMPRESSION TEST

UNCONFINED COMPRESSION TEST

U.S. Army Corp of Engineers

Project No.: PR&C W33SJG32408326, W.O. # 834e

Date Sampled:

Remarks: Tests performed in accordance with ASTM D2938

& D2216.

Figure

Client: Wilmington/Charleston District

Project: Charleston Harbor Entrance Channel Rock Testing

Location: EC-13-B-48, K2/3271

Sample Number: #4 Depth: 57.7 - 58.2'

Description: Intact Rock Core

LL = PI = PL = Assumed GS= 2.7 Type: Rock Core

Sample No.

Unconfined strength, psi

Undrained shear strength, psi

Failure strain, %

Strain rate, %/min.

Water content, %

Wet density, pcf

Dry density, pcf

Saturation, %

Void ratio

Specimen diameter, in.

Specimen height, in.

Height/diameter ratio

1

89.08

44.54

0.7

0.30

25.5

122.7

97.8

95.1

0.7239

3.12

6.01

1.92

Com

pre

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e S

tress

, psi

0

25

50

75

100

Axial Strain, %

0 1 2 3 4

1

Page 46: UNCONFINED COMPRESSION TEST - sac.usace.army.mil · UNCONFINED COMPRESSION TEST UNCONFINED COMPRESSION TEST U.S. Army Corp of Engineers Project No.: PR&C W33SJG32408326, W.O. # 834e

Tested By: AB Checked By: MW

UNCONFINED COMPRESSION TEST

UNCONFINED COMPRESSION TEST

U.S. Army Corp of Engineers

Project No.: PR&C W33SJG32408326, W.O. # 834e

Date Sampled:

Remarks: Tests performed in accordance with ASTM D2938

& D2216.

Figure

Client: Wilmington/Charleston District

Project: Charleston Harbor Entrance Channel Rock Testing

Location: EC-13-B-48, K2/3272

Sample Number: #5 Depth: 59.7 - 60.2'

Description: Intact Rock Core

LL = PI = PL = Assumed GS= 2.7 Type: Rock Core

Sample No.

Unconfined strength, psi

Undrained shear strength, psi

Failure strain, %

Strain rate, %/min.

Water content, %

Wet density, pcf

Dry density, pcf

Saturation, %

Void ratio

Specimen diameter, in.

Specimen height, in.

Height/diameter ratio

1

142.44

71.22

0.2

0.30

24.7

121.8

97.6

92.0

0.7264

3.14

6.08

1.93

Com

pre

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e S

tress

, psi

0

50

100

150

200

Axial Strain, %

0 1 2 3 4

1

Page 47: UNCONFINED COMPRESSION TEST - sac.usace.army.mil · UNCONFINED COMPRESSION TEST UNCONFINED COMPRESSION TEST U.S. Army Corp of Engineers Project No.: PR&C W33SJG32408326, W.O. # 834e

Tested By: AB Checked By: MW

UNCONFINED COMPRESSION TEST

UNCONFINED COMPRESSION TEST

U.S. Army Corp of Engineers

Project No.: PR&C W33SJG32408326, W.O. # 834e

Date Sampled:

Remarks: Tests performed in accordance with ASTM D2938

& D2216.

Figure

Client: Wilmington/Charleston District

Project: Charleston Harbor Entrance Channel Rock Testing

Location: EC-13-B-49, K2/3274

Sample Number: #1 Depth: 53.1 - 53.4'

Description: Intact Rock Core

LL = PI = PL = Assumed GS= 2.7 Type: Rock Core

Sample No.

Unconfined strength, psi

Undrained shear strength, psi

Failure strain, %

Strain rate, %/min.

Water content, %

Wet density, pcf

Dry density, pcf

Saturation, %

Void ratio

Specimen diameter, in.

Specimen height, in.

Height/diameter ratio

1

84.76

42.38

0.4

0.30

23.2

113.1

91.8

74.8

0.8365

3.14

5.91

1.88

Com

pre

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e S

tress

, psi

0

25

50

75

100

Axial Strain, %

0 1.5 3 4.5 6

1

Page 48: UNCONFINED COMPRESSION TEST - sac.usace.army.mil · UNCONFINED COMPRESSION TEST UNCONFINED COMPRESSION TEST U.S. Army Corp of Engineers Project No.: PR&C W33SJG32408326, W.O. # 834e

Tested By: AB Checked By: MW

UNCONFINED COMPRESSION TEST

UNCONFINED COMPRESSION TEST

U.S. Army Corp of Engineers

Project No.: PR&C W33SJG32408326, W.O. # 834e

Date Sampled:

Remarks: Tests performed in accordance with ASTM D2938

& D2216.

Figure

Client: Wilmington/Charleston District

Project: Charleston Harbor Entrance Channel Rock Testing

Location: EC-13-B-49, K2/3275

Sample Number: #2 Depth: 55.7 - 56.2'

Description: Intact Rock Core

LL = PI = PL = Assumed GS= 2.7 Type: Rock Core

Sample No.

Unconfined strength, psi

Undrained shear strength, psi

Failure strain, %

Strain rate, %/min.

Water content, %

Wet density, pcf

Dry density, pcf

Saturation, %

Void ratio

Specimen diameter, in.

Specimen height, in.

Height/diameter ratio

1

88.09

44.04

0.6

0.30

28.4

117.7

91.7

91.5

0.8381

3.14

6.18

1.97

Com

pre

ssiv

e S

tress

, psi

0

25

50

75

100

Axial Strain, %

0 1 2 3 4

1

Page 49: UNCONFINED COMPRESSION TEST - sac.usace.army.mil · UNCONFINED COMPRESSION TEST UNCONFINED COMPRESSION TEST U.S. Army Corp of Engineers Project No.: PR&C W33SJG32408326, W.O. # 834e

Tested By: AB Checked By: MW

UNCONFINED COMPRESSION TEST

UNCONFINED COMPRESSION TEST

U.S. Army Corp of Engineers

Project No.: PR&C W33SJG32408326, W.O. # 834e

Date Sampled:

Remarks: Tests performed in accordance with ASTM D2938

& D2216. Sample Crumbled and fell apart and was

not testable for Unconfined Compressive Strength.

Figure

Client: Wilmington/Charleston District

Project: Charleston Harbor Entrance Channel Rock Testing

Location: EC-13-B-49, K2/3277

Sample Number: #4 Depth: 58.4 - 58.9'

Description: Intact Rock Core

LL = PI = PL = Assumed GS= Type: Rock Core

Sample No.

Unconfined strength, psi

Undrained shear strength, psi

Failure strain, %

Strain rate, %/min.

Water content, %

Wet density, pcf

Dry density, pcf

Saturation, %

Void ratio

Specimen diameter, in.

Specimen height, in.

Height/diameter ratio

Com

pre

ssiv

e S

tress

, psi

0

1.5

3

4.5

6

Axial Strain, %

0 0.05 0.1 0.15 0.2

Page 50: UNCONFINED COMPRESSION TEST - sac.usace.army.mil · UNCONFINED COMPRESSION TEST UNCONFINED COMPRESSION TEST U.S. Army Corp of Engineers Project No.: PR&C W33SJG32408326, W.O. # 834e

Tested By: AB Checked By: MW

UNCONFINED COMPRESSION TEST

UNCONFINED COMPRESSION TEST

U.S. Army Corp of Engineers

Project No.: PR&C W33SJG32408326, W.O. # 834e

Date Sampled:

Remarks: Tests performed in accordance with ASTM D2938

& D2216.

Figure

Client: Wilmington/Charleston District

Project: Charleston Harbor Entrance Channel Rock Testing

Location: EC-13-B-50, K2/3278

Sample Number: #1 Depth: 51.6 - 53.6'

Description: Intact Rock Core

LL = PI = PL = Assumed GS= 2.7 Type: Rock Core

Sample No.

Unconfined strength, psi

Undrained shear strength, psi

Failure strain, %

Strain rate, %/min.

Water content, %

Wet density, pcf

Dry density, pcf

Saturation, %

Void ratio

Specimen diameter, in.

Specimen height, in.

Height/diameter ratio

1

115.31

57.65

0.5

0.30

19.3

109.7

92.0

62.4

0.8331

3.08

4.26

1.38

Com

pre

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tress

, psi

0

50

100

150

200

Axial Strain, %

0 1.5 3 4.5 6

1

Page 51: UNCONFINED COMPRESSION TEST - sac.usace.army.mil · UNCONFINED COMPRESSION TEST UNCONFINED COMPRESSION TEST U.S. Army Corp of Engineers Project No.: PR&C W33SJG32408326, W.O. # 834e

Tested By: AB Checked By: MW

UNCONFINED COMPRESSION TEST

UNCONFINED COMPRESSION TEST

U.S. Army Corp of Engineers

Project No.: PR&C W33SJG32408326, W.O. # 834e

Date Sampled:

Remarks: Tests performed in accordance with ASTM D2938

& D2216.

Figure

Client: Wilmington/Charleston District

Project: Charleston Harbor Entrance Channel Rock Testing

Location: EC-13-B-50, K2/3279

Sample Number: #2 Depth: 53.2 - 53.6'

Description: Intact Rock Core

LL = PI = PL = Assumed GS= 2.7 Type: Rock Core

Sample No.

Unconfined strength, psi

Undrained shear strength, psi

Failure strain, %

Strain rate, %/min.

Water content, %

Wet density, pcf

Dry density, pcf

Saturation, %

Void ratio

Specimen diameter, in.

Specimen height, in.

Height/diameter ratio

1

73.66

36.83

0.5

0.30

25.9

105.1

83.5

68.6

1.0180

3.15

3.94

1.25

Com

pre

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tress

, psi

0

25

50

75

100

Axial Strain, %

0 1.5 3 4.5 6

1

Page 52: UNCONFINED COMPRESSION TEST - sac.usace.army.mil · UNCONFINED COMPRESSION TEST UNCONFINED COMPRESSION TEST U.S. Army Corp of Engineers Project No.: PR&C W33SJG32408326, W.O. # 834e

Tested By: AB Checked By: MW

UNCONFINED COMPRESSION TEST

UNCONFINED COMPRESSION TEST

U.S. Army Corp of Engineers

Project No.: PR&C W33SJG32408326, W.O. # 834e

Date Sampled:

Remarks: Tests performed in accordance with ASTM D2938

& D2216.

Figure

Client: Wilmington/Charleston District

Project: Charleston Harbor Entrance Channel Rock Testing

Location: EC-13-B-51, K2/3281

Sample Number: #1 Depth: 51.5 - 51.9'

Description: Intact Rock Core

LL = PI = PL = Assumed GS= 2.7 Type: Rock Core

Sample No.

Unconfined strength, psi

Undrained shear strength, psi

Failure strain, %

Strain rate, %/min.

Water content, %

Wet density, pcf

Dry density, pcf

Saturation, %

Void ratio

Specimen diameter, in.

Specimen height, in.

Height/diameter ratio

1

76.36

38.18

0.8

0.30

17.9

100.8

85.5

49.8

0.9710

3.18

6.47

2.03

Com

pre

ssiv

e S

tress

, psi

0

25

50

75

100

Axial Strain, %

0 0.5 1 1.5 2

1

Page 53: UNCONFINED COMPRESSION TEST - sac.usace.army.mil · UNCONFINED COMPRESSION TEST UNCONFINED COMPRESSION TEST U.S. Army Corp of Engineers Project No.: PR&C W33SJG32408326, W.O. # 834e

Tested By: AB Checked By: MW

UNCONFINED COMPRESSION TEST

UNCONFINED COMPRESSION TEST

U.S. Army Corp of Engineers

Project No.: PR&C W33SJG32408326, W.O. # 834e

Date Sampled:

Remarks: Tests performed in accordance with ASTM D2938

& D2216.

Figure

Client: Wilmington/Charleston District

Project: Charleston Harbor Entrance Channel Rock Testing

Location: EC-13-B-51, K2/3282

Sample Number: #2 Depth: 52.9 - 53.4'

Description: Intact Rock Core

LL = PI = PL = Assumed GS= 2.7 Type: Rock Core

Sample No.

Unconfined strength, psi

Undrained shear strength, psi

Failure strain, %

Strain rate, %/min.

Water content, %

Wet density, pcf

Dry density, pcf

Saturation, %

Void ratio

Specimen diameter, in.

Specimen height, in.

Height/diameter ratio

1

76.99

38.50

1.3

0.30

26.0

111.1

88.2

77.0

0.9116

3.18

5.84

1.83

Com

pre

ssiv

e S

tress

, psi

0

25

50

75

100

Axial Strain, %

0 2.5 5 7.5 10

1

Page 54: UNCONFINED COMPRESSION TEST - sac.usace.army.mil · UNCONFINED COMPRESSION TEST UNCONFINED COMPRESSION TEST U.S. Army Corp of Engineers Project No.: PR&C W33SJG32408326, W.O. # 834e

Tested By: AB Checked By: MW

UNCONFINED COMPRESSION TEST

UNCONFINED COMPRESSION TEST

U.S. Army Corp of Engineers

Project No.: PR&C W33SJG32408326, W.O. # 834e

Date Sampled:

Remarks: Tests performed in accordance with ASTM D2938

& D2216.

Figure

Client: Wilmington/Charleston District

Project: Charleston Harbor Entrance Channel Rock Testing

Location: EC-13-B-51, K2/3284

Sample Number: #4 Depth: 56.0 - 56.6'

Description: Intact Rock Core

LL = PI = PL = Assumed GS= 2.7 Type: Rock Core

Sample No.

Unconfined strength, psi

Undrained shear strength, psi

Failure strain, %

Strain rate, %/min.

Water content, %

Wet density, pcf

Dry density, pcf

Saturation, %

Void ratio

Specimen diameter, in.

Specimen height, in.

Height/diameter ratio

1

95.29

47.64

0.9

0.30

24.8

112.1

89.8

76.4

0.8769

3.15

5.15

1.64

Com

pre

ssiv

e S

tress

, psi

0

25

50

75

100

Axial Strain, %

0 1 2 3 4

1

Page 55: UNCONFINED COMPRESSION TEST - sac.usace.army.mil · UNCONFINED COMPRESSION TEST UNCONFINED COMPRESSION TEST U.S. Army Corp of Engineers Project No.: PR&C W33SJG32408326, W.O. # 834e

Tested By: AB Checked By: MW

UNCONFINED COMPRESSION TEST

UNCONFINED COMPRESSION TEST

U.S. Army Corp of Engineers

Project No.: PR&C W33SJG32408326, W.O. # 834e

Date Sampled:

Remarks: Tests performed in accordance with ASTM D2938

& D2216.

Figure

Client: Wilmington/Charleston District

Project: Charleston Harbor Entrance Channel Rock Testing

Location: EC-13-B-52, K2/3286

Sample Number: #1 Depth: 57.9 - 58.4'

Description: Intact Rock Core

LL = PI = PL = Assumed GS= 2.7 Type: Rock Core

Sample No.

Unconfined strength, psi

Undrained shear strength, psi

Failure strain, %

Strain rate, %/min.

Water content, %

Wet density, pcf

Dry density, pcf

Saturation, %

Void ratio

Specimen diameter, in.

Specimen height, in.

Height/diameter ratio

1

107.24

53.62

1.5

0.30

24.3

110.8

89.1

73.7

0.8922

3.19

4.28

1.34

Com

pre

ssiv

e S

tress

, psi

0

50

100

150

200

Axial Strain, %

0 1.5 3 4.5 6

1

Page 56: UNCONFINED COMPRESSION TEST - sac.usace.army.mil · UNCONFINED COMPRESSION TEST UNCONFINED COMPRESSION TEST U.S. Army Corp of Engineers Project No.: PR&C W33SJG32408326, W.O. # 834e

Tested By: AB Checked By: MW

UNCONFINED COMPRESSION TEST

UNCONFINED COMPRESSION TEST

U.S. Army Corp of Engineers

Project No.: PR&C W33SJG32408326, W.O. # 834e

Date Sampled:

Remarks: Tests performed in accordance with ASTM D2938

& D2216.

Figure

Client: Wilmington/Charleston District

Project: Charleston Harbor Entrance Channel Rock Testing

Location: EC-13-B-52, K2/3287

Sample Number: #2 Depth: 59.8 - 60.3'

Description: Intact Rock Core

LL = PI = PL = Assumed GS= 2.7 Type: Rock Core

Sample No.

Unconfined strength, psi

Undrained shear strength, psi

Failure strain, %

Strain rate, %/min.

Water content, %

Wet density, pcf

Dry density, pcf

Saturation, %

Void ratio

Specimen diameter, in.

Specimen height, in.

Height/diameter ratio

1

101.01

50.50

0.6

0.30

22.3

113.8

93.0

74.2

0.8123

3.18

4.45

1.40

Com

pre

ssiv

e S

tress

, psi

0

50

100

150

200

Axial Strain, %

0 1 2 3 4

1

Page 57: UNCONFINED COMPRESSION TEST - sac.usace.army.mil · UNCONFINED COMPRESSION TEST UNCONFINED COMPRESSION TEST U.S. Army Corp of Engineers Project No.: PR&C W33SJG32408326, W.O. # 834e

Tested By: AB Checked By: MW

UNCONFINED COMPRESSION TEST

UNCONFINED COMPRESSION TEST

U.S. Army Corp of Engineers

Project No.: PR&C W33SJG32408326, W.O. # 834e

Date Sampled:

Remarks: Tests performed in accordance with ASTM D2938

& D2216.

Figure

Client: Wilmington/Charleston District

Project: Charleston Harbor Entrance Channel Rock Testing

Location: EC-13-B-18, K2/3502

Sample Number: #1 Depth: 53.9 - 54.4'

Description: Intact Rock Core

LL = PI = PL = Assumed GS= 2.7 Type: Rock Core

Sample No.

Unconfined strength, psi

Undrained shear strength, psi

Failure strain, %

Strain rate, %/min.

Water content, %

Wet density, pcf

Dry density, pcf

Saturation, %

Void ratio

Specimen diameter, in.

Specimen height, in.

Height/diameter ratio

1

139.84

69.92

1.0

0.30

24.1

124.8

100.6

96.2

0.6752

2.23

4.80

2.15

Com

pre

ssiv

e S

tress

, psi

0

50

100

150

200

Axial Strain, %

0 1 2 3 4

1

Page 58: UNCONFINED COMPRESSION TEST - sac.usace.army.mil · UNCONFINED COMPRESSION TEST UNCONFINED COMPRESSION TEST U.S. Army Corp of Engineers Project No.: PR&C W33SJG32408326, W.O. # 834e

Tested By: AB Checked By: MW

UNCONFINED COMPRESSION TEST

UNCONFINED COMPRESSION TEST

U.S. Army Corp of Engineers

Project No.: PR&C W33SJG32408326, W.O. # 834e

Date Sampled:

Remarks: Tests performed in accordance with ASTM D2938

& D2216.

Figure

Client: Wilmington/Charleston District

Project: Charleston Harbor Entrance Channel Rock Testing

Location: EC-13-B-18, K2/3504

Sample Number: #3 Depth: 57.3 - 57.8'

Description: Intact Rock Core

LL = PI = PL = Assumed GS= 2.7 Type: Rock Core

Sample No.

Unconfined strength, psi

Undrained shear strength, psi

Failure strain, %

Strain rate, %/min.

Water content, %

Wet density, pcf

Dry density, pcf

Saturation, %

Void ratio

Specimen diameter, in.

Specimen height, in.

Height/diameter ratio

1

139.12

69.56

0.6

0.30

23.1

120.0

97.5

85.5

0.7283

2.34

5.04

2.15

Com

pre

ssiv

e S

tress

, psi

0

50

100

150

200

Axial Strain, %

0 0.25 0.5 0.75 1

1