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ProbingResults
Resistance
Depth'
Depth'
MLT1'
MLT2'
Average
Weight of Pipe
4.3
4.4
-2.2
-2.3.
-2.3
1
HP
(40Ibs)
5.1 .
5.0
-3.0
-2.9
-3.0
1
HP
(70Ibs)
6.3
6.5
-4.2
-4.4
-4.3 .
2 Hand Refusal
7.4
8.0
-5.3
-5.9
-5.6
HCPT
- Bay Bottom
Water
#of
Rod
Thickness
Total Unit
WI.
N,
Total
Dial
Dial Conv.
Capacity
shear str.
Below.
- Elev.
ID
(MLT in ft)
Depth (It)
Rods
End-depth
(It)
Soil Layer (It)
of Soil (pct)
factor Stress (pst) Reading
X(lb)
q, (pSi)
Su (pst)
.Mudline (ft) MLT In ft
J33
-1.7
3.8
4
6.7
2.9
90
9
261.0
0
0.7
3.2
. 22
2.9
-4.6
-1.7
3.8
4
7.0
3.2
105
12
597.0
68
22.1
24.5
245
3.2
-4.9
-1.7
3.8
4
7.3
0.3
100
11
627.0
39
13.0
15.4
145
3.5
-5.2
-1.7
3.8
4
7.6
0.3
105
12
658.5
44
14.5
17.0
149
3.8
-5.5
-1.7
3.8
4
7.9
0.3
110
13
691.5
83
26.8
29.3
271
4.1
-5.8
-1.7
3.8
4
8.0
0.1
105
12
702.0
74
24.0
26.4
259
4.2
-5.9
-1.7
3.8
4
8.3
0.3
110
13
735.0_
112
35.9
38.4
368
4.5
-6.2
-1.7
3.8
4-
8.6
0.3
110
13
768.0
131
41.9
44.3
432
4.8
-6.5
-1.7
3.8
4
8.9
0.3
110
13
801.0
210
66.7
69.2
705
