1. HAND CONE PENETRATION TEST (CPU
    2. Depth Vs. Shear Strength
      1. Shear Strength (pst)
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    '.' .. PRELIMINARY INVESTIGATIONS OF SUBMERGED AREAS' .
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    Date .. •
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    HAND CONE PENETRATION TEST (CPU
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    Weight of Rod Section
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    Number of Rods,_....
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    End
    Dial No.. . Comment
    . Depth
    . Rods
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    Comments .__-'--'.;________--'--'-----------
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    Hand Cone Penetrometer Test and Analysis:
    RTB
    11/8/4
    Project:
    Location:
    Delivery Order
    #:
    Date of Testing: "
    HCPT -
    Bay Bottom
    ID
    (MLT in It)
    J1
    0.0
    0.0
    0.0
    0.0
    0.0
    0.0
    0.0
    0.0
    0.0
    Aransas National Wildlife Ref. - BUS Site
    "J"
    Dunham Bay located outside of Rockport, TX
    0023
    10/20104
    to
    10/22/04
    Water
    #
    of
    Rod
    Thickness
    Depth
    (It)
    Rods End-depth
    (tt)
    Soil Layer
    (It)
    2.4
    3
    5.0
    2.6
    2.4
    3
    5.3
    2.9
    2.4
    3
    5.6
    0.3
    2.4
    3
    6.0
    0.4
    2.4
    3
    6.3
    0.3
    2.4
    3
    6.6
    0.3
    2.4
    3
    6.9
    0.3
    2.4
    3
    7.0
    0.1
    2.4
    3
    7.1
    0.1
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    Total Unit WI.
    Nk
    of Soil (pcf)
    factor
    90
    9
    100
    11
    100
    11
    105
    12
    100
    11
    110
    13
    110
    13
    110
    13
    110
    14
    Ptobina Results
    Resistance
    Depth1 ' Depth2
    ML f
    ML 2'
    Average
    Weight of Pipe
    3.8
    3.9
    -1.4
    -1.5
    -1.5
    1
    HP (40Ibs)
    5.2
    5.3
    -2.8
    -2.9
    -2.9
    1
    HP (70Ibs)
    5.7
    5.9
    -3.3
    -3.5
    -3.4
    2 Hand Refusal
    5.9
    6.0
    -3.5
    -3.6
    -3.6
    Total
    Dial
    Dial Conv. Capacity
    shear str.
    Below
    - Elev_
    Stress (psf) Reading
    X(lb)
    q,
    (psi) " Su (pst)
    Mudline (tt) MLT in tt
    234.0
    0
    0.7
    2.7
    17
    2.6
    -2.6
    524.0
    38
    12.7
    14.6
    144
    2.9
    -2.9
    554.0
    37
    12.3
    14.3"
    137
    3.2
    -3.2
    596.0
    72
    23.3
    25.3
    254
    3.6
    -3.6
    626.0
    38
    12.7
    1~6
    134
    3.9
    -3.9
    659.0
    110
    35.3
    37.2
    362