1. 19630426 Port Aransas to Corpus WW Drilling Logs.pdf
    2. 3st-66

    alt
     
    HOLE NO
    3ST-66
    1. PROJECT
    DEPARTMENT OF THE ARMY
    Port Aransas,
    Corpus Chris
    til
    V/W'
    OF
    DIV1sION
    Southwestern
    2. LOCATION
    (Coordinates or Station)
    INSTALLATION
    Gabz Dj st, Eng
    Dj~l
    Aransas Pass, Texas
    3. DRILLING AGENCY
    DRILLING LOG
    u. S. Army Corps of Engineers
    4. HOLE NO.
    (As shown on drawing litle and file No.)
    5. NAME OF DRILLER
    3ST-66
    Black
    ••
    DIRECTION OF HOLE
    7. THICKNESS OF OVER.
    18.
    DEPTH DRILLED INTO
    19.
    TOTAL DEPTH OF HOLE
    o
    VERTICAL
    10 INCLINED
    DEGREU WITH
    BURDEN
    ~K·
    VERTICAL
    51.5
    10. SIZE AND TYPE OF BIT
    11. DATUM fOR ELEVATION SHOWN
    112.
    MANUfACTURER'S DESIGNATION OF DRILL
    Shelby Tube - 3"
    (TBM
    or
    MSL)
    13.
    TOTAL NO. Of OVERBURDEN SAMPLES TAKEN
    14. TOTAL NO. CORE
    15. ELEVATION
    ,..
    DATE HOLE
    DI,STURBED
    4 Jars
    UNDISTURBED!
    Cant
    I
    BOXES
    GROUND WATER
    I
    SfBEDApr
    I
    cOi,rApr 1963
    17. ELEVATION TOP OF HOLE
    18. TOTAL CORE RECOVERY FOR BORING (%)
    19. SIGNATURE OF INSPECTOR
    CLASSifiCATION OF MATERIALS
    % CORE
    BOX OR
    REMARKS
    ELEVATION
    DEPTH
    LEGEND
    (Description)
    RECOV-
    SAMPLE
    (Drillin~Jj!ne, wa/~r ~oss,
    d!pth of
    ERY
    NO.
    weat erlng, etc.,
    if
    SIgnificant)
    -
    0.0
    29 •.:t
    Water
    -_.-
    29.5
    32.0:
    Dark gray sand w/shell
    f-
    -
    fell under splitspoon and 4'
    -
    '.
    ...:
    drill rod
    Jar
    1
    32.0
    --
    ._._----
    --_._-_.-
    ---~
    -
    -
    -
    ---- ;-;;-
    1------
    34.:[
    Light gray clayey sand w/shell
    .-
    -
    and w/cal nods
    Cont.
    1
    0.25
    ---.-
    -'-
    -
    I-~
    ..
    _---_
    ..
    ",,_
    ...
    - -
    ...----"_._--
    .~--
    -
    34.5
    36. C[
    34.5-35.0 NO blows
    ...:
    35.0-35.5 20 blows
    =
    35.5-36.0 20 blows
    -
    Light gray tan sand w/shell
    ...:
    and cal nod (dense)
    Jar
    2
    -
    36.0
    38.5:
    Light gray sand w/cal nod
    -
    shell coarse sand
    Jar
    3
    -
    -
    38.5
    41.0::
    Light gray sand w/cal nod
    -
    shell cemented §andstone
    Jar
    4
    --:
    Tan
    ~and
    w/la;1:ered
    s;~dsto;';'--'-'
    -.--
    ~-
    ..
    41.u
    4;!.0::
    ~--
    ~.~.--~---'-"~'~>------
    -
    42.0-
    48 •.2:
    Hard cemented sand w/layers
    tJ.;,c!
    I:
    -
    r
    t
    ).'1'\ i)
    "'~
    ~""'-:'}J".,r/
    =-
    -
    of_sand ranging;J:rom .3 to .5
    ' , "'.'-
    :----,
    -
    tenths in thickness
    (3-4 layer.
    -
    -
    -
    sand)
    -
    48.0
    51.5=
    Dr1lled as to be
    sol~
    cement:ec
    .-'~-"-'--~
    --:;-[7-------------------
    ::-
    -
    sand..
    or cal rock
    -
    -:
    -
    Due to no rock core barrel
    =-
    -
    on
    barge "B" we were unable
    -
    -
    to recover
    -
    -:
    ::-
    -
    Bottomed
    -
    -
    -
    Water
    29.5
    -
    -:
    Wind 28 MPH
    ::-
    -
    Tide 1.3 @ 6:00 AM
    ~
    -
    t--
    -
    Weight of hammer 140#
    -:
    Drop Distance - 30"
    i-
    ~
    -
    f-
    -
    -
    ::-
    =
    -=
    =-
    =
    '.""
    i=
    =
    ~
    -:
    -
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    ~
    =
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    f-
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    -
    ~
    =
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    ~
    =
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    =
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    f:"""
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    ....,~~
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    n
    __ ........ _
    0r"n
    t::.t:.
    , MAR.,
    1836
    )
    p
    C.
    W. Writing
    PROJECT
    HOLE NO. _____
    GPO: 196.2 OF-656250

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