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'time
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Hand Cone Penetrometer Test and Analysis:
flTB
11/8/4
Project:
.
Location:
Delivery Order
#:
Date of Testing:
HCPT
---
Bay Bottom
ID
(MLTin It)
J18
-0.4
-0.4
-0.4
-0.4
-0.4
-0.4
-0.4.
-0.4
-0.4
-0.4
-0.4
-0.4
-0.4
-0.4
-0.4
-
Aransas National Wildlife Ref. - BUS Site
"J.'
Dunham Bay located outside of Rockport, TX
0023
10/20104
to 1
0/22104
-------
.Water
#
of
Rod
Thickness
Depth (It) Rods End-depth (It) Soil Layer (It)
2.8
3
3.0
0.2
2.8
3
4.0
1.0
2.8
3
4.6
0.6.
2.8
3
4.9
0.3
2.8
3
5.0
0.1
2.8
3
5.3
0.3
2.8
3
5.6
0.3
2.8
3
5.9
0.3
2.8
3
6.0
0.1
2.8
3
6.3
0.3
2.8
3
6.6
0.3
2.8
3
6.9
0.3
2.8
3
7.0
0.1
2.8
3
7.3
0.3
2.8
3
7.6
0.3
Total Unit
WI.
Nk
of Soil (pcf)
factor
90
9
105
12
100
11
105
12
100
11
105
12
100
11
110
13
110
13
110
13
105
12
95
10
110
13
110
13
110
13
Probina Results
Resistance
Depth1 '
Weight of
Pipe
3.1
1 HP (401bs)
3.3
1
HP (70Ibs)
4
2
Hand Refusal ____
7.8
Total
I
bl1;1
Dial Cony.
Stress (pst)
Reading
X(lb)
18.0
0
0.7
123.0
60
19.6
183.0
11
4.2
214.5
56
18.3
224.5
26
8.9
256.0
46
15.2
286.0
36
12.0
319.0
101
32.5
330.0
152
48.5
363.0
152
48.5
394.5
42
13.9
423.0
7.4
3.0
434.0
189
60.1
467.0
162
51.6
500.0
245
77.7
Depth2 '
MLT1'
3.0
-0.7
3.1
-0.9
3.9
-1.6
---
4.1
-5.4
Capacity shear str.
q,
(psi)
Su (psI)
2.7
41
21.5
248
6.1
63
20.3
225
10.8
121
17.1
184 .-
14.0
157
34.4
357
50.4
533
50.4
531
15.9
158
5.0
30
62.1
654
53.6
558
79.7
844
MLT2'
-0.6
-0.7
'1.5
----
-1.7
Below
Mudline (It)
0.2
1.2
1.8
2.1
2.2
2.5
2.8
3.1
3.2
3.5
3.8
4.1
4.2
4.5
4.8
Average,
-0.7
i
-0.8
-1.6
