1. Depth Vs. Shear Strength
      1. Shear Strength (pst)
    alt
    alt
    .. , .
    ..
    " ..
    :
    ~
    ..
    :,'.;
    ... '
    ...
    ...f ......
    PRELIMINARY INVESTIGATIONS
    OF
    SUBMERGED AREAs' ......
    Del~very
    O'rder NumbEjr 0
    13
    ;
    .
    Date
    J6
    /1-);1/4
    ¥
    . ProJect.
    AN!;,!.
    euv,c..
    ".. '
    . LocationlD Number?
    ~:-:;;;:r;>,--_3,---,~
    __-,- ...• Tide Staff Readings:
    .' .Coordlnates:
    ~).t;lSo79
    .
    Time
    '. Reading
    ..'.
    .'y-,u.)J~"
    ...
    Morriing --,__
    Water Depth) • t.(
    .....
    Mid-Day _.-'-_
    . Pipe Length .....\
    5'
    ,'>
    l!:.s. .... Evemih
    g
    .
    _---,_
    pushNo.1 ." . Timeg,,,};l;.
    ..' '..
    . .'
    '...' Weight of Pipe Penetration (WOP)!L£. Comrrientc.....
    .""'L::,.;L....,._.
    _. .,.-...__---,-,,.----..,.
    Orie-Hand Push.(40-lb) Depth .
    1./..
    r
    .Comments.~.
    __--.,----,-,__-,-_
    ... ,.
    ' ... One-Hand Push
    (70-1b)
    Depth'
    6.
    ~
    .
    ComiT1ents''''';'.:oG,,-,.L.~_-,--
    ____
    ..
    '-
    :
    .":
    .
    '=T""w';"'o--:-j;':'""a-n-:'ct-=pC"O'u-csi,:-t-o""':R=-e"":fu-s-a-:-I--'-=D-:e-pt"'"hS;"rr-i·"..··~··""':c=-o-m-m-:-e-n..,.ts-=.:-;(,.:o..·.-~l...-'-.-_-_-_.,..._-_..,.-:--_--_-_-_-_-_-:_.
    ':r\~ 9;~c...L'
    .' '.
    ..
    "
    :
    .
    '
    ...
    ~----~~~--~~-~--,.------~----..,.
    . Push No: 2
    .,.Tirriei(<f).. ..... .,' ,
    We19l')t of Pipe Penetration (WOP)
    IT
    Comnient"-.
    c.=....:;L;:--____
    '--~_
    '...One-Hand Push (40-lb)' Depth 5. 0
    . .Comil)ents,..:c...=(...=--.'---,:-_""7-__
    5 i
    Q •
    -\-1)' Ii.
    ,;):$I~jk~
    c..
    L
    One-Hand Push (i'O-lb) Depth
    J.
    a--Comments,___---''--_--'-__
    ..
    Two~Hand
    Push to Refusai:- Depth.!.:.:z. Comnients.....:C:.=:.L.=-__-.-.:._____
    ,
    ." '..::r;
    ,~
    .ft"
    c..
    L
    '.
    .
    Hand Proving
    Ri~gPeneti'ometer
    Test?
    yeA '...'
    HaridVane. Shear Test? .. '.'
    .'
    .'Technician (Probe
    Handler)Ol~h'
    &.
    '. RecorderG.
    0./2.'1 .
    L .
    ..
    ..
    ..... , .
    ML
    alt
    alt
    HAND CONE PENETRATION
    TEST (CPT) .
    Delivery Order Number
    ....,;lll'-9·~}--
    Project
    .
    A
    -v
    iy:
    a~:L.
    Date
    (obJ.¥
    Location 10 Number_'--'--"J"--.-....
    ,;«--_~__
    .Weight of Proving Ring
    Time-=~
    ....
    ;.s'-"-,_-'-_
    Weight of Rod Section"'-;':;:'3','Ls
    ." Weight of Rod Penetration,---'.-Jyl..!.;,."I0'--___
    Number of Rods.-,-.""3'--__
    Comments__.;..,....__________
    ~__'_.,__------'--
    '. End
    Dial No. . Comment
    . Depth
    Rods
    .i8-
    ~
    -.'
    :~--­
    •.
    k..:.1L..
    ~
    _'. __--
    .~.
    :'''3.
    ··.Ic.~ "'~
    ..'2:JL'
    5~.
    '1.!...L
    ~
    __. _.
    ~ .~~
    ----~---
    '2:!L mL
    :L..!2:,'
    ~
    ---'--
    --.------
    -----~-
    '--
    '-
    --' -'-'-
    --
    ..---'-----
    -- -- -------
    '--
    --
    End
    Dial No.. .Comment.
    Depth.. . Rods
    -'.-- --'--"------
    --- ---
    --
    ~------
    ----------
    ---
    -- ----.,----
    --. -.-
    --------
    . -'-- ---
    -- --------
    --'-
    --- ---------
    -------~~--
    -- --
    --'---:....~---
    -------~----
    ---
    --
    -'--------
    -------------
    -----'---
    --.
    --
    -,-
    ------'--
    --
    --.,--------
    --~----
    ------------
    "'--'-
    -- --
    .-'---------
    ---' --'-
    -----------:-
    ----------------
    ---.------------
    -- -- -------
    '-'
    -
    --
    ._---------'--
    .---
    ---------
    Comments ________- __----'-----------
    alt
    _~y,_,~~.~"~~,=,,=,c==w~,,=~==,==~~,"""'"~~,~,=,,;~=,,,i=,~_="_"'~"A"_~-~"·_,,,«,=,,~,C' ..-._=,~"="",~!,~'''''''.=b~==='W'-'--'''''.,~,"",=,"
    ..
    ,."",,,,,"."",,,,,,,,,,,,,,,,,,,,,,,,,.,,,,,,,,~,,,,,-,,,,,,,,-,,,,,~=,,,".'''''~''~''.<-'-'''''''''',='''''''''-"",",'''''''''<~"~~='~'~~'.=~,~,,~.~=,=.,~<~~,"-'~-
    Hand
    Cone Penetrometer Te.st and Analvsls:
    RTB
    11/8/4
    Project:
    Location:
    Delivery Order
    #:
    Date of Testing:
    HCPT - Bay Bottom
    10
    (MLT in tt)
    J3
    -1.3
    -1.3
    -1.3
    -1.3
    -1.3
    -1.3
    -1.3
    -1.3
    -1.3
    -1.3
    Aransas National Wildlife Ref.
    - BUS Site "J"
    Dunham Bay located outside of Rockport, TX
    0023
    .
    10/20104
    to
    10/22104
    Water
    #
    of
    Rod
    Thickness
    Depth (It) Rods End-depth (tt) Soil Layer (It)
    3.4
    3
    4.6
    1.2
    3.4
    3
    4.9
    1.5
    3.4
    3
    6.0
    1.1
    .3.4
    3
    6.6
    0.6
    3.4
    3
    6.9
    0.3
    3.4
    3
    7.0
    0.1
    .3.4
    3
    7.3
    0.3
    3.4
    3
    7.6
    0.3
    3.4
    3
    7.9
    0.3
    3.4
    3
    B.O
    0.1
    Total Unit Wt.
    01
    Soil (pet)
    90
    90
    90
    100
    110
    105
    110
    100
    110
    110
    Probln!! Results
    Resistance
    Depthl '
    Depth2 '
    Weight
    of Pipe
    4.5
    4.5
    1 HP
    (401bs)
    4.5.
    5.0
    1.
    HP (701bs)
    6.2
    7.2
    2 Hand Refusal
    8:5
    8.3
    N,
    Total
    Dial
    Dial Cony.
    Capacity
    factor
    Stress (psi) Reading
    X(lb}
    q, (psi)
    9
    .
    108.0
    0
    0.7
    2.7
    9
    243.0
    2
    1.3
    3.3
    9
    342.0
    0
    0.7
    2.7
    11
    402.0
    38
    12.7
    14.6
    13
    435.0
    120
    38.4
    40.4
    12
    445.5
    52
    17.1
    19.0
    13
    478.5
    100
    32.1
    34.1
    11
    508.5
    32
    10.8
    12.7
    13
    541.5
    290
    91.9
    93.8
    14
    552.5
    292
    92.5
    94.5
    MLT1'.
    -2.4
    -2.4
    -4.1
    .6.4
    shear str.
    S, (pst)
    31
    26
    5
    155
    414
    191
    341
    1.20
    998
    932
    ..
    MLT2'
    -2.4
    -2.9
    -5.1
    -6.2
    BeloW
    Mudline
    (tt)
    1.2
    1.5
    2.6
    3.2
    3.5
    3.6
    3.9
    4.2
    4;5
    4.6
    Av~rage
    -2.4
    -2.7
    -4.6
    -6.3
    - Elev.
    MLT in
    tt
    -2.5
    -2.8
    -3.9
    -4.5
    -4.8
    -4.9
    '
    -5.2
    ;
    -5.5
    I
    ,
    -5.8
    -5.9
    r-
    oo
    ._ ..
    ~