1. Depth Vs.. Shear Strength
      1. Shear. Str.ength (psf)
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    . PRELIMINARYINVESTIGAnONS
    OF
    SUBMERGED AREAS
    .' '.
    Delivery Order
    Number
    o,.~
    ........
    Dat~\D
    \;).1' [04
    ".
    . 'Project. .' ..
    "oJ "" e...&;¢.,.
    ..
    . ' ..
    ..Location 10 Number_.....
    :fL-..-_
    . .L.,11..!-.._.
    -,-,~
    ___" . Tide Staff Readings:
    .. Coordinates:
    ~.t'lg).AtJ
    ..
    >
    Time' . Reading
    .........
    ....yt3PillOMorning..;..-.;.....:.
    . '. WaterDepth
    .,;?, .!£ ..
    Mid-Day _.
    _~
    Pipe Length .. \, 0 ;,;.
    '611...
    EVening ___
    'PuSh No.1Tlrrie
    9
    ~s~
    .'
    "..•' Weight of Pipe Penetration (WOP)
    ~C6mment,--:_·.,--
    ___
    ~
    __---,-
    . '. One-Hand PUSh. (40-lb) Depth
    ;L'I>
    .Comments,..
    S~~~t..<.l:\\L--
    __
    ~":"-
    __
    . One-HandPush Ci':O-lb) Depth.;l.1.
    Cominents,...;z;~I.~·
    c,..~\J...\
    _.____
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    '.
    'Two-Hand Push toRefusal - Depth 3 •0
    Comnients,~5c.."!!::c..~1',---,-,--
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    ..... Push'No.2.
    '. Time
    '<of> ......
    ... .',Weight of Pipe Penetration
    (WOP)~.(P
    .. '
    Comment,-~~
    __--,-___
    One~Harid
    Push (4CHt» Depth
    ~.,.
    .'
    Comments,~5.l!\'!,3'(.o..!\.!...I--,-
    __
    ~_---,
    . One-Hand PlJsh(70-lb) Deptti
    4.0
    Comments,_'
    -'lJSh"'''...,\u.,_'--__-'-_
    ,Two-rJand Push to
    ~efusal-Depthl:\.
    \
    .Comments
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    Hand Proving Rhlg Penetrometer Test?
    ~'i(.!ou5~_
    .Hand Vane Shear Test?
    ....
    Technician (Probe Handler) .
    Miy",,(\, .':
    Recorder
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    .....•. HAND CONE PENETRATION TEST (CPT) .
    .' .
    ' . '.. Delivery Order Number '
    QI<-~::""'!:...3_--,-
    Project ..'..
    4
    tJ
    101
    ~L.
    ·Date\o\,:~lD"
    .
    .. Location id
    NU~ber,,_·~,..:..··-,-,
    2.,\,.!-._. .,.--,--'-___ '.
    'Weight of Proving Ring,_-::-:-:-_
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    ,Weightof Rod Section-'3
    14s .
    .'•. Weight of Rod Penetration ".:l.5
    Number of Rodsc-'-"",3
    L
    "
    ___
    Comments_----'--________"-__-'--_____----
    ,
    .
    '
    . '
    ..End ..... Dial
    No.,
    Comment
    .. Depth'
    .. Rods
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    - --------'-
    ----~-----
    . --'
    -- --
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    -- --
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    Hand Cone Penetrometer Test and Analysis:
    RTB 11/8/4
    Project:
    Location:
    Delivery Order
    #:
    Date olTesting:
    HCPT
    -
    Bay Bottom
    ID
    (MLT in
    It)
    J17
    -0.1
    -0.1
    -0.1
    ,0.1
    -0.1
    -0.1
    -0.1
    -0.1
    -0,1
    -0.1
    -0.1
    -0.1
    -0.1
    -0.1
    -0.1
    -0.1
    Aransas National Wildlife Ref. - BUS Site "J"
    Dunham Bay located outside of RockPort, TX
    0023
    10/20/04 to 10/22/04
    Water
    #of
    Rod
    Thickness
    Depth
    (tt)
    Rods
    End-depth (tt)
    Soil Layer (tt)
    2.5
    3.
    2.5
    0.0
    2.5
    3
    4.0
    1.5
    2.5
    3
    4;3
    0.3
    2.5
    3
    4,6
    0.3
    2.5
    3
    4.9
    0.3
    2.5
    3
    5.0
    0.1
    2.5
    3
    5.3
    0.3
    2.5
    3
    5.6
    0.3
    2.5
    3
    5.9
    0.3
    2.5
    3
    6.0
    0.1
    2.5
    3
    6.3
    0.3
    2.5
    3
    6.6
    0.3
    2.5
    3
    6.9
    0.3
    2.5
    3
    7.0
    0.1
    2.5
    3
    7.1
    0.1
    2.5
    3
    7.3
    0.2
    Total
    Unit WI.
    Nk
    of Soil (pcf)
    factor
    90
    9
    105
    12
    100
    11
    100
    11
    105
    12
    100
    11
    105
    12
    110
    13
    105
    12
    105
    12
    105
    12
    105
    12
    105
    12
    110
    13
    110
    13
    110
    13
    Problna Resulls
    Resistance
    Depth1 '
    Depth2 '
    Weight of
    Pipe.
    2,8
    2.6.
    1
    HP (401bs)
    2.8
    2.9
    1
    HP (70Ibs)
    2.9
    4.0
    2 Hand Refusal
    3
    4.1
    Total'
    Dial
    Dial Cony.
    Capacity
    Stress (psf) Reading
    X(lb)
    q,
    (psi)
    0.0
    ° .'
    0.7
    2.7
    157.5
    64
    20.8
    22.8
    187.5
    34
    11.4
    13.4
    217,5
    31
    10.5
    12.4
    249.0
    73
    23.7
    25.6
    259.0
    22
    7.6
    9.6
    290.5
    52
    17.1
    19.0
    323.5
    86
    27.7
    29.7
    355.0
    60
    19.6
    21.5
    365.5
    51
    16.7
    18.7
    397.0
    50
    16.4
    18.4
    428.5
    50
    16.4
    18.4
    460.0
    44
    14.5
    16.5
    471.0
    90
    29.0
    31.0'
    482.0
    130
    41.6
    43.5
    504.0
    270
    85.6
    87.5
    MLT1'
    MLT2'
    -0.4
    -0.2
    -0.4
    -0.5
    -0.5
    -1,6
    -0.6
    -1.7
    shear Sir.
    Below
    S, (pst)
    Mudline
    (tt)
    43
    0.0
    260
    1,5
    158
    1.8
    143
    2,1
    287
    2.4
    102
    2.5
    204
    2.8
    304
    3,1
    229
    3.4
    194
    3.5
    187
    3.8
    185
    4.1
    .160
    4.4
    307
    4.5
    445
    4.6
    931
    4.8
    .
    Average
    -0.3
    -0,5
    -1,1
    -1,2
    - Elev.
    MLT in
    tt
    -0.1
    -1.6
    -1,9
    -2.2
    -2.5
    -2,6
    -2.9
    -3.2
    -3,5
    -3.6
    -3.9
    -4.2
    -4,5
    -4.6
    -4.7
    -4.9
    ,
    .
    ,
    ,
    ,