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LocationJO Number •..'.
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Weight of Proving Ring'
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Hand Cone Penetrometer Test and AnalVsis:
inB
12107/04
IProbing Results
Resistance
Depth'
Depth'
MLT1'
-----rvlCf2-'-
~Average
Project:
Aransas National Wildlile Rei. - BUS Site "J"
Weight of Pipe
6.4
6.2
-3.9
-3.7.
-3.8
Location:
Dunham Bay located outside of Rockport,
TX
1 HP (40Ibs)
8.7
8.4
-6.2
-S.9
-6.1
Delivery Order
#:
0024
1 HP (70Ibs)
10.2
9.7
-7.7
-7.2
-7.S
Date of Testing:
11/1 0104
-
11/11/04
2 HandRelusal
11
11.3
-8.S
-8.8
-8.7
IHCPT - Bay Bottom -Water
#
01
Rod
Thickness
Total UnilWI.
Nk
Total
Dial
Dial Cony. Capacity shear str.
Below
- Elev.
10
(ML
T
in tt)
Depth (It) Rods End-depth
(tt)
Soil Layer (It)
01
Soil (pcl)
factor Stress (psi) Reading
X(lb)
q,
(pSI)
So
(pst)
Mudline
(ttl
MLT in
tt
J32
-1.7
4.2
4
6.9
2.7
90
9
243.0
0
0.7
3.2
24
2.7
-4.'
-1.7
4.2
4
7.0
2.8
100
11
S23.0
31
10.S
12.9
121
2.8
-4.
-.1.7
4.2
4 I
7.3
0.3
100. I 11 L SS3.0
2r-r--9.2
I 11.6
102--r---S.1
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.4.2
4 I
7.9
,
m
0.6
I
10s-.T12 ,- 616.0
I
44
I 14.S
I 17.01
1S3
3.7
-S.4