Hole No. 3ST-16
    DRILLING LOG
    I
    DIVISION
    _Southwestern
    II'4ST ALLATION
    Ga1v Dist. Eng Div
    I
    SHEET
    OF
    SHEETS
    ,. pROJECT
    10. SIZE AND TYPE OF BIT
    Neches River - Channel to Evadale
    11. DATUM FOR ELEVATION SHOWN
    (TBMorMSL)
    2. LOCATION
    (Coordinates
    or
    Station)
    12. MANUFACTURER'S DESIGNATION OF DRILL
    3. DRILLING AGENCY
    U. S. Army Corps of Engineers
    13. TOTAL NO. OF
    OVER~
    iOISTURBED
    ,
    IUNDISTURBED
    4. HOLE NO.
    (As shown on drawinB title
    I
    and
    fjJe
    number)
    3ST-16
    BURDEN SAMPLES TAKEN]
    8 Jars
    S. NAME OF DRILLER
    Curtis
    6. DIRECTION OF HOLE
    D
    VERTICAL DINCL,lNED
    7. THICKNESS OF OVERBURDEN
    e.
    DEPTH DRILLED INTO ROCK
    9. TOTAL DEPTH OF HOLE
    ELEVATION I DEPTH ILEGEND
    a
    _b_1
    c
    0.0
    2.0
    -
    2.0
    2.5
    -
    2.5
    4.0=
    4.0
    6.0=
    -I
    b I
    6.0
    8.0-
    -I
    8.0
    10.(}
    10.0
    12.0::
    12.0
    13.G-
    -
    13.0
    15.0-
    15.0
    18.J:t:
    18.0
    20.0::
    20.0
    23.Q-
    23.0
    25.0-
    25.0
    28.G-
    28.0
    30.0-
    30.0
    35.0-
    , 2 Cont
    14. TOTAL NUMBER CORE BOXES
    15. ELEVATION GROUND WATER
    DEG. FROM VERT.
    16. DATE HOLE
    TSTARTED
    : 16 Feb
    ;COMPLETED
    :16 Feb 1966
    17. ELEVATION TOP OF HOLE
    18.
    ToTAL CORE RECOVERY FOR BORING
    %
    19.
    SIGNATURE OF INSPECTOR
    35.0
    REMARKS
    CLASSIFICATION OF MATERIALS
    (Description)
    d
    %CORE I
    BOX OR
    RECOV- SAMPLE
    ERY
    NO.
    e
    f
    (Dri1lin~
    time, water
    .loss,
    depth of
    weatherin~,
    etc., if
    significant)
    g
    Water
    Tan
    sand tr clay
    Tan clay, organic, tr sand
    stiff
    Brown clay, stiff
    Brown clayey sand, soft
    Same as above, no recovery
    Brown sand, medium
    Same as above, washed
    Brown sand, tr clay
    13.0-13.5 No count
    13.5-14.0 6 blows
    14.0-14.5 10 blows
    14.5-15.0 No count
    Same as below, washed
    Gray
    sand,
    18.0-18.5
    18.5-19.0
    19.0-19.5
    fine, washed
    No count
    20 blows
    35 blows
    Same as below
    Tan
    sand, medium
    Decayed log at 25.0
    23.0-23.5 No count
    23.5-24.0 9 blows
    24.0-24.5 6 blows
    24.5-25.0 No count
    Same as below
    Gray
    sand,
    28.0-28.5
    28.5-29.0
    29.0-29.5
    29.5-30.0
    medium, washed
    No count
    21 blows
    37 blows
    No count
    Gray sand, unable to drive
    could not set casing, washec
    BOTTOMED
    Jar 1
    Cont. 1
    1.0
    Cont. 2
    1.0
    Jar 2
    Jar 3
    Jar 4
    Jar 5
    Jar 6
    washed
    Jar 7
    Jar 8
    ENG FORM
    1836
    PREVIOUS 'EDITIONS MAY BE USED
    (EM 1110-1-1801)
    t APR 63
    PROJECT
    HOLE NO.
    Neches River-Ch to Evadale
    3ST-16
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    28 Jan 1965
    GALVESTON DISTRICT LABORATORY REPORT NO
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