1. 3ST-29
    2. Attach lg doc 21 and 22.pdf

    alt
     
    Hole No
    3ST-29
    DRILLING LOG
    Sout
    stern
    Galv Dist, Ei
    Div
    I
    O;VISION
    II'ISTALLATION
    ISHEET
    ..
    OF
    SHEETS
    1.
    PROJECT
    10. SIZE AND TYPE OF BIT
    Port Aransas-Corpus Christi Waterway
    11. DATUM FOR ELEV.ATJON SHOWN
    (TBMorMSL)
    2. L.OCATION
    (Coordinate8or
    $tBtion)
    Tide
    f2.3
    @
    3:00 PM
    12. MANUFACTURER'S DESIGNATION OF DRILL
    3, '(f.'C!s'.NGA'l:'ltfYIccorps of Engineers
    4 HO
    'E
    NO
    'A
    h
    d'
    titt
    13. TOTAL. NO. OF
    OVER~
    [DISTURBED
    lUNOISTURBED
    ...
    ~.
    S.
    s own on
    taWIng
    e
    I
    J
    i
    .ancfiile.number)
    I
    3ST-29
    BURDEN SAMPLES TAKEN[2
    Jars
    I
    3 Cont
    5. NAME OF DRILLER
    14. TOTAL NUMBER CORE BOXES
    Eck
    r,-s-,-E-C-E-V-A-T-'O-N--G-R-O-U-N-O-W-A-T-E-R--------------------------1
    6. DIRECTION
    of
    HOLE
    ISTARTED
    ,COMPL.ETED
    16. DATE HOLE
    I
    r
    O-VERT.tCAL
    D
    INCLINED
    DEG. FROM VERT.
    I
    4 May
    : 4 May 1964
    7. THICKNESS, OF' OV_ER8URDEN
    17. ELEVATION TOP OF HOLE
    e..
    DEPTH DRI)""L..ED INTO ROCK
    18. TOTAL CORE RECOVERY FOR BORING
    %
    19.
    SIGNATURE OF INSPECTOR
    9..
    TOTAJ.,., PEPTH OF HOLE
    52.0
    CLASSIFICATION OF MATERIALS
    %CORE BOX OR
    REMARKS
    ELEVATION DEPTH LEGEND
    (Description)
    RECOV- SAMPLE
    (DriJ1ing time, water loss, depth
    of
    ERY
    NO.
    weatherinS,
    etc.,
    if
    sjsnificant)
    abc
    d
    e
    f
    g
    -
    r
    0.0
    38.0::
    Water
    ~
    -
    r
    38.0
    40.0:=
    No recovery, same as above
    No sample
    ~
    -
    r
    -
    r
    40.0
    42.Q:
    Black oily clay, v/soft
    ~
    -
    wt
    ~
    1
    r
    42.0
    44.JL
    =
    Light tan clay w/cal nod
    ~
    , -
    v/stiff
    Cont. 1
    2.5
    r
    -
    r
    -
    r
    44.0
    46~
    Light tan clay w/traces of
    ~
    -
    silt on bottom, medium
    Cont. 2
    0.50
    r
    46.0
    48...q::
    =
    Same as below, sand
    No sample
    ~
    -
    r
    48.0
    49.0::
    Coarse gray sand w/clay
    f="
    --=
    particles
    =--
    =
    -
    48.0-48.5
    48.5-49.0
    No
    24 blows
    count
    =
    -
    --=
    49.0-49.5 16 blows
    Jar 2
    -
    -
    ~
    49.5
    50.0::
    Washed, same as above
    =
    ,
    ~
    ~
    50.0
    52.0:::
    Light gray clay w/sand layer
    -
    -
    hard
    Cont. 3
    4. 5C
    it
    -
    -
    -=
    Bottomed
    =-
    =
    -
    =
    -
    ~
    ~
    =
    =
    --=
    =
    -
    -
    =--
    -
    _
    r
    -
    -
    ~
    ~
    ~
    --=
    =
    r
    ~
    -
    I-
    ~
    ~
    ~
    =
    ~
    -
    I-
    ~
    ~
    -
    I-
    -
    =
    I--
    ~
    --=
    =
    -
    r
    ~
    -
    I-
    ENG FORM
    1836
    PREVLOUS.EDLTIONS MAY BE USED
    (EM 1110-1-1801)
    PROJECT
    Port
    Arar~~"'-
    f"\ ___ ••
    ~
    ,,~. ~
    .,..,
    1 APR 63
    r.hri st'i
    _____
    tJ::af"P
    x
    3S_'l:.::.~<:L._
    ...

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