1. Depth Vs. Shear Strength
      1. Shear Strength (psf)
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    PRELIMINARY INVESTIGATIONS OF SUBMERGED AREAS
    ..
    .. Delivery Order Number
    OfU)'<.:.3,--_~
    Project . A
    IV
    v.
    ";<'
    Date
    11).\)0 \
    D'f
    Location 10 Nul11ber_.
    ..;::1"::--,-
    ,..::J.:....o_--'"'____
    Coordinates:
    ~ t~ijJ~¥,
    Water Depth
    --,,2,-,.~\_-.-_
    Pipe Length
    \0
    Jibs
    Tide Staff Readings:
    Time
    Reading
    Morning -___
    -Mid-Day
    ._.__
    Evening.___
    Push No.1. ...
    Time-l2,:-:;~5'il",,=~::-
    Weight of Pipe Penetration (WOP) li.
    -One-Hand Push (40-lb) Depth :}. b
    Comment,-,-.
    ~sA.:.::c.-::.!.\.c..l
    _-'-_-'-___
    Commehts________---'-_
    One-Hand Push (70-lb) Depth
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    -Comments she.A\
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    Push No.2- Time
    10
    ~
    0 (,
    Weight of Pipe Penetration (WOP)
    l..:.L-
    Comment~s~:.!!t.::..!\\-,-:-_---,-
    ___
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    One-Hand. Push (40-lb) Depth .,. ,
    Cominents._____
    ~
    ___
    One-Hand
    Push
    (70~lb)
    Depth ".,...
    Comments.--,5~k",=-\!l.\
    ______
    Two-Hand Push \0 Refusal - Depth2J..: Comments :; A
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    Hand Vane Shear Test?
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    •. Weight of Proving Ring
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    . Weight of Rod Section Ii
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    Hand Cone Penetrometer Test and. Analysis:
    RTB 111814
    Project:
    Location:
    Delivery Order #:
    Date
    of Testing:
    HCPT - Bay Bottom
    10
    (MLT in tt)
    J20
    -0.6
    -0.6
    -0.6
    -0.6
    -0.6
    Aransas National Wildlife Ref. - BUS Site"J"
    Dunham Bay located outside of Rockport, TX
    0023
    10120104 to 10122104
    Water
    #of
    Rod
    Thickness
    Depth (ft) Rods End-depth
    (ft)
    Soil Layer (tt)
    3.1
    3
    3.1
    0.0
    3.1
    3
    4.0
    0.9
    3.1
    3
    4.6
    0.6
    3.1
    3
    4.7
    0.1
    3.1
    3
    4.9
    0.2
    Total Unit WI.
    N,
    of Soil (pcf)
    factor
    90
    9
    110
    .13
    110
    .
    13
    110
    13
    110
    13
    Probinq Results
    Resistance
    Depth) ,
    Weight of Pipe
    3.5
    1
    HP (40Ibs)
    3.6
    1
    HP (70Ibs)
    4
    2 Hand Refusal
    4.5
    Total
    Dial
    Dial Conv.
    Stress (pst) Reading
    X(ib)
    0.0
    0
    0.7
    99.0
    85
    27.4
    165.0
    106
    34.0
    176.0
    231
    73.3
    198.0
    270
    85.6
    Depth2 '
    MLT1'
    3.1
    -1.0
    3.1
    -1.1
    3.5
    -1.5
    5.1
    -2.0
    Capacity
    shear str.
    q,(psi)
    Su (psI)
    2.7
    43
    29.4
    318
    36.0
    386
    75.3
    820
    87.5
    954
    .
    MLT2'
    -0.6
    -0.6
    -1.0
    -2.6
    Below
    Mudline (ft)
    0.0
    0.9
    1.5
    1.6
    1.8
    Average
    -0.8
    -0.9
    -1.3
    i
    -2.3
    I