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    OF
    SUBMERGED AREAS'
    .
    'Deliv~ry 0rd~r Numb~r
    .0.1J..
    .'
    .
    Dat~
    .'
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    ~61
    (
    . Lcicati6n I[)Number . :r-i,; .
    '•.'Tide Staff ReadingS': .'
    . '. .Coordinates:
    ",X~),S:-':-'-",3:-,!,,=!(,...1.,-,7!:-~,---___
    .
    Time..'
    Reading
    .' ."
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    .'
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    Water Depth
    l.1.f
    ..'
    Mid-Day ._--,-_
    ~ipe
    Length
    10
    ."ilA.,
    i.
    .
    Evening ";""'_-'-
    ..Push No.1' Time
    ,;;.-01
    ;.'
    Weight of PipePenetration (WOP)<I • OCort1mentSr,(I;c.(;.wISh(,
    (/@
    ~.5
    .
    One-Hand Push (40-lb) Depth q.5
    . Comi"nents.______-'-__
    r ...
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    Two-HandPushto Refusal - Depth
    .0
    CommentsS /I,
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    .. Weight of Pipe Penetration
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    ;'.••. Comment,-'
    ...:::$:...,4,..-,1A__
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    Delivery Order
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    "Rods
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    Hand Cone Penetrometer Test and Analysis:
    RTB 11/8/4
    Project:
    Location;
    Delivery Order #:
    Date of Testing:
    HCPT - Bay Bottom
    10
    (MLT in ft)
    J13
    -0..2
    -0..2
    -0..2
    -0..2
    -0..2
    -0..2
    -0..2
    -0..2
    Aransas National Wildlife Ref.• BUS Site
    "J"
    Dunham Bay located outside of Rockport, TX
    0.0.23
    10./20./0.4 to 10./2210.4
    Water
    #of
    Rod
    Thickness
    Depth (tt) Rods
    End-depth
    (It) Soil Layer (It)
    2.4
    3
    4.5
    2.1
    2.4
    3
    .5.0. .
    2.6
    2.4
    3
    5.6
    0..6
    2.4
    3
    5.9
    0..3
    2.4
    .3
    6.0.
    .. 0..1
    2.4
    3
    6.0.
    0..0. .
    2.4
    3
    6.1
    0..1
    2.4
    3
    6.3
    0..2
    Total Unit WI.
    Nk
    of Soil (pcf) factor
    90.
    9
    ICC
    11
    ICC
    11
    110.
    13
    110.
    13
    110.
    . 13
    110.
    13
    110.
    13
    ,
    Probi.na Results
    Res}stanqe
    Depth1 '
    Depth2 '
    MLT1'
    MLT2'
    Average
    Weight
    of Pipe
    4
    3.5
    -1.8
    -1.3
    -1.6
    1 HP (4Ctbs)
    4.5
    3.5
    -2.3
    -1.3
    -1.8
    1 HP (7Clbs)
    4.5
    . 3.5
    -2.3
    -1.3
    -1.8
    2 Hand Refusal
    6
    6.5
    .3.8.
    -4.3
    -4.1
    Total
    Dial
    Dial Cony.
    Capacity shear str.