1. 3ST-46
    2. Attach lg doc 21 and 22.pdf

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    Hole No.
    3ST-46
    DRILLING LOG
    1.
    PROJECT
    1
    DIVISION
    Southwestern
    INSTALLATION
    Galv Dist, Eng Div
    l
    SHEET
    OF
    SHEE TS
    to.
    SIZE AND TYPE of BIT
    Port Aransas-Corpus Christi Waterway
    2. LOCATION
    (Coordinates
    or
    Station)
    11. DATUM FOR ELEVATiON SHOWN
    (TBM
    or
    M8L)
    12. MANUFACTURER'S DESIGNATION OF DRILL
    3 . .oRILJ..ING AGENQ'
    U.
    ~.
    Army
    ~orps
    of Eng1neers
    4.' HOLE NO.
    (As shown
    on
    drawinS
    title
    L
    3ST-46
    13. TOTAL NO. OF OVER.
    lDISTURBED
    BURDEN SAMPLES TAKEN I
    2 Jars
    lUNDISTURBED
    ,
    and
    file
    number)
    I
    , 3 Cont
    5. NAME OF DRILLER
    Black
    16.
    DIRECTION OF HOLE
    14. TOTAL NUMBER CORE BOXES
    15. ELEVATION GROUND WATER
    16. DATE HOLE
    {STARTED
    'COMPLETED
    o
    VERT.ICAL 0 INCLINED
    DEG. FROM VERT.
    : 7 May
    :7 May 1964
    17. ELEVATION TOP OF HOLE
    7. THICKNESS OF OVERBURDEN
    e. DEPTH DRILLED INTo ROCK
    9. TOTAL DEPTH OF HOLE
    ELEVATION! DEPTH
    a
    0.0
    40.0
    43.0
    45.5
    47.5
    49.0
    51.5
    b
    40.0:='
    43.0-
    45.5::-'
    47.5:
    49.0-
    51.5-
    52.0=
    LEGEND
    c
    16. TOTAL CORE RECOVERY FOR BORING
    19. SIGNATURE OF INSPECTOR
    %
    52.0
    CLASSI FICA nON OF MATERIALS
    (Description)
    d
    %
    COREIBOX OR
    RECOV- SAMPLE
    ERY
    NO.
    e
    f
    Water
    Dark
    gray sandy clay, v/soft
    muck, unable to recover sampl
    had
    to collect sample from
    following run, weight of
    5 rods, tube and kelly
    No resistance
    White sandy clay, w/cal nod
    hard
    Light tan clayey sand, med
    w/cal nod, w/sandstone,
    pebbles, v/stiff
    Light gray clayey sand w/cal
    nod, w/sandstone, w/limestone
    gravel, hard
    Laminated cemented sand
    and clay seams will wash by
    spudding, unab
    Ie
    to make pushe
    over 5 foot, numerous pushies
    (4) were made to check material
    for same , same as below
    Calcium
    nodules, cemented san
    decomposed shell, laminated sand
    and clay seams w/clay (small
    amount) binder
    Bottomed
    Water 40.0
    Tide
    t2.4
    @ 7:00 AM
    I
    REMARKS
    (DrH1ing tjme, water
    loss,
    depth
    of
    weathering,
    etc"
    if
    significant)
    g
    Jar 1
    Cont. 1
    4.25
    Cont. 2
    3.50
    Cont. 3
    4.5t
    Jar 2
    'ENG FORM
    1836
    1 APR 63
    PREVIOUS"EDITIONS MAY BE USED
    (EM 1110-1-1801)
    PROJECT port Aransas-Corpus IHOLE NO.
    hristi Waterway
    3ST-46
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