unconfined compression test - sac.usace.army.mil · unconfined compression test unconfined...
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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
Com
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ssiv
e S
tress
, psi
0
25
50
75
100
Axial Strain, %
0 1.5 3 4.5 6
1
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
pre
ssiv
e S
tress
, psi
0
50
100
150
200
Axial Strain, %
0 1 2 3 4
1
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
ssiv
e S
tress
, psi
0
50
100
150
200
Axial Strain, %
0 2.5 5 7.5 10
1
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
ssiv
e S
tress
, psi
0
100
200
300
400
Axial Strain, %
0 0.25 0.5 0.75 1
1
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
ssiv
e S
tress
, psi
0
100
200
300
400
Axial Strain, %
0 1.5 3 4.5 6
1
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
ssiv
e S
tress
, psi
0
50
100
150
200
Axial Strain, %
0 0.25 0.5 0.75 1
1
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
ssiv
e S
tress
, psi
0
50
100
150
200
Axial Strain, %
0 1 2 3 4
1
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
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
ssiv
e S
tress
, psi
0
50
100
150
200
Axial Strain, %
0 1.5 3 4.5 6
1
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
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
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
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
ssiv
e S
tress
, psi
0
25
50
75
100
Axial Strain, %
0 1 2 3 4
1
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
ssiv
e S
tress
, psi
0
50
100
150
200
Axial Strain, %
0 1 2 3 4
1
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
ssiv
e S
tress
, psi
0
25
50
75
100
Axial Strain, %
0 1.5 3 4.5 6
1
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
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
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
ssiv
e S
tress
, psi
0
50
100
150
200
Axial Strain, %
0 1.5 3 4.5 6
1
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
ssiv
e S
tress
, psi
0
25
50
75
100
Axial Strain, %
0 1.5 3 4.5 6
1
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
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
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
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
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
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
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