1. Depth Vs. Shear Strength
      1. Shear Strength (pst)

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    . PRELIMINARY INVESTIGATIONS OF SUBMERGED AREAS
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    Del~very
    Order Number
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    'ProJect
    "
    AN&J
    ~L,
    '.
    Date....;lc.;o.o;..uh=··~
    .....
    l~o'i"'-··
    _-:--_
    Location iD Numl;>er . ,
    ;r~
    2.5"
    , , ,Coordinates:
    ~e!.'Jl.0~(,!..!)0J!("':'Yl.!Q~~~·
    '---,__
    ---,e-
    ".. ' . '.' ¥H;l.l
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    10
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    .,.. 'Water DePth
    :~{.O'
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    ,> Pipe Length .'., to
    -cJ
    '6S
    . Tide Staff Ret;ldings: ' "
    '.
    ,Time.
    -Reading
    . ',Morning .
    ,,',.
    Mid-Day, ___
    '. Evening ._.,__
    ,Push No.1
    .<
    Time tl
    ~ ~ ~
    .' ".
    '....
    ..
    'Weight of
    Pipepenetr~tion(WOP)U·
    Commenf,-?2<>:'
    o.>t'"'-*_.
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    ': One-Hand Push (4(}'I,b) Depth Ii
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    C.ol'tlments II
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    -:---,-:--..,.-::--,-,.,-.,.~~-----,--~--".------~-----
    .
    One-Hand,PU!~h (70~lb)
    Depth 1 .QComin
    6l1
    ls,-,S!.LA.;L._-,"'_'_---'___.
    Two-Hand Push to Refusal:" Depth OS .S
    .
    Coniments,-,.~:,::!·~
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    • . ',. One-Hand Push (70-lb) Depth!" .oConiments.....Ls....A_._,---'-___
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    ,
    6.0
    -+0 ? ).:
    p.k'!",ff..
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    rwo-HandPu~h
    to Refusal
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    Depth'
    .5
    Comments
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    )O
    -I-
    ta.S
    , ..... ::1',
    9.0
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    pen~trometerTest?ye.5
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    . Hand Vane
    Shear Test? .'
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    Techhicikn
    .(probet1a~dler)
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    Recorder
    bCl;(2.'!
    L .

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    HAND CONE PENETRATION TEST (CPT) .
    Delivery Order Number
    Ii).
    j .
    Project.'
    .·.8·i.I~6f.1L.
    .. • ..... !
    .'
    Location fD Ntimber.,....-'-.-'v.:.;...:,.•
    .J2.;l,-,,!~'
    ._.-,--__..;..;...
    Weightof Proving Ring...,'
    ,-:-c,...,-
    Time I
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    Weightof Rod Section IJ
    Ih
    ..Vv
    eight of Rod Penetn:itibri ..
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    •.
    Numb~r ofRods.~.
    _'.,:;..3_-'-',---'--
    .. Comrnsnts,_.
    '-'-~-----:-----'--~-~---'--:------
    'End: Dial No.
    Comment
    Depth'
    Rods
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    End'. Diai.No... Comment
    : Depth'
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    Bru;!.§.
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    '. Gomments .__
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    Hand Cone Penetrometer Test and Analysis:
    RTB
    11/8/4
    Project:
    Location:
    Delivery Order II:
    Date of Testing:
    HCPT
    - Bay Bottom
    ID
    (MLT in It)
    J25
    -1.6
    -1.6
    -1.6
    -1.6
    Aransas
    National Wildlife Ref. - BUS Site "J"
    Dunham Bay located outside of Rockport, TX
    0023
    10/20104
    to
    10/22/04
    Water
    II of
    Rod
    Thickness
    Depth
    (It) Rods End-depth (It) Soil Layer (It)
    4
    3
    6.0
    2.0
    4
    3
    6.1
    2.1
    4
    3
    6.2
    "0.1
    4
    3
    6.3
    0.1
    -
    Total Unit WI.
    N,
    of Soil (pcf)
    factor
    90
    9
    110
    13
    110 .
    13
    110
    13
    Probina Results
    Resistance
    Depth1 ' Depth2 '
    MLT1'
    MLT2'
    Average
    Weight
    of Pipe
    6.2
    6.0
    -3.8
    -3.6
    -3.7
    1 HP
    (40Ibs)
    6.8
    6.0
    -4.4
    -3.6
    -4.0
    1 HP (70Ibs)
    7
    6.0
    -4.6
    -3.6
    -4.1
    2 Hand Refusal
    8.5
    8.5
    -6.1
    -6.1
    -6.1
    _.
    Total
    Dial
    Dial Conv. Capacity
    shear str.
    Below
    - Elev.
    Stress (psI) Heading
    X(lb)
    q, (psi)
    S" (pst) Mudllne
    (ft)
    MLT
    In
    ft
    180.0
    0
    0.7
    2.7
    23
    2.0
    .
    -3.6
    411.0
    120
    38.4
    40.4
    416
    2.1
    -3.7
    422.0
    234
    74.3
    76.2
    812
    2.2
    -3.8
    433.0
    243
    77.1
    79.0
    842
    2.3
    -3.9
    '.':b,,,,-':''''''-
    '-.(l
    QC

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    3.0
    2.5