I
    Hole No. 3ST-28
    DRILLING LOG
    1
    01VISION
    Southwestern
    n>(STALLATlON
    Ga1v Dist, Eng Div
    l
    SHEET
    OF
    SHEETS
    t.
    PROJE'CT
    10. SIZE AND TYPE OF BIT
    _ r.hanne 1 to H'u.orlo 1
    0
    11. DATUM FOR ELEVATION SHOWN
    (TBMorMSL)
    2. LOCATION (Coordinates
    ot'Station)
    3. DRILLING AGENCY
    12. MANUFACTURER'S DESIGNATION OF DRILL
    U. S. Army Corps of Engineers
    13. TOTAL NO. OF OVER-
    :D1STURBED
    fUNDISTURBED
    ,
    4. HOLE NO.
    (As shown
    on
    dtawitl~
    title
    I
    BURDEN SAMPLES TAKEN,
    5 Jars
    and file
    number)
    3ST-28
    , 3 Cont
    5. NAME OF DRILLER
    Curtis
    6. DIRECTION OF HOLE
    D VERT.lCAL
    DINCL,INEO
    7. THICKNESS OF OVERBURDEN
    8. DEPTH DRILLED INTO ROCK
    9. TOTAL DEPTH OF HOLE
    ELEVATION I DEPTH ILEGEND
    a
    b
    I
    c
    0.0
    3.6 -
    3.6
    10.0-
    10.0
    12.0-
    -I
    -
    -I
    12.0
    14.0-
    14.0
    16.0 =
    16.0
    17.0 -
    17.0
    18.0-
    -
    18.0
    20.0-
    20.0
    23.0-
    23.0
    25.0=
    25.0
    28.0
    -
    28.0
    30.0 =
    14. TOTAL NUMBER CORE BOXES
    15. ELEVATION GROUND WATER
    DEG. FROM VERT.
    TSTARTEO
    : 2 Mar
    :COMPLETED
    : 2 Mar 1966
    16. DATE HOLE
    17. ELEVATION TOP OF HOLE
    18.
    TOTAL CORE RECOVERY FOR BORING
    %
    19.
    SIGNATURE OF INSPECTOR
    30.0
    CLASSIFICATION OF MATERIALS
    (Description)
    %CORE I
    BOX OR
    RECOV. SAMPLE
    REMARKS
    d
    Top of river bank to water
    Water
    Gray
    clay, limonite nod and
    organic material, soft
    10.0-10.5 no count
    10.5-11.0 1 blows
    11.0-11.5 1 blow
    Gray
    clay, limonite nod,
    sti~f
    Same as above, medium
    Gray clay, stiff
    ERY
    NO.
    e
    f
    Gray sandy
    with depth
    clay sand
    increas~ng
    Gray sand,
    18.0-18.5
    18.5-19.0
    19.0-19.5
    19.5-20.0
    medium
    no count
    7 blows
    7 blows
    no count
    Same as below, washed
    Gray
    sand, medium, thin
    layer of clay at 24.5
    23.0-23.5 no count
    23.5-24.0 8 blows
    24.0-24.5 10 blows
    24.5-25.0 no count
    Same as below, washed
    Gray
    sand,
    of clay at
    28.0-28.5
    28.5-29.0
    29.0-29.5
    29.5-30.0
    BOTTOMED
    medium, thin layel
    30.0
    no count
    8 blows
    9 blows
    no count
    Water depth 6.4
    (Drilling time, water
    -loss,
    depth of
    weathering, etc.,
    if
    significant)
    g
    Jar 1
    Cont. 1
    Cont. 2
    Cont. 3
    Jar 2
    Jar 3
    no sample
    Jar 4
    no sample
    Jar 5
    1.50
    0.75
    1.00
    PROJECT
    Neches River
    I
    HOLE NO.
    ENG FORM
    1836
    PREVIOUS 'EDITIONS MAY BE US EO
    (EM 1110-1.1801)
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    28 Jan 1965
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