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    DRILLING LOG
    LOCATION COORDINATES
    17. TOTAL RECOVERY FOR BORING
    16. ELEVATION TOP OF BORING
    INSTALLATION
    DIVISION
    MLLW
    FLORIDA DEP ROSS JEFFERSON_VIBRACORES_2006_1-8.GPJ FL DEP ROSS.GDT 12/14/06
    15. DATE BORING
    CLAY,
    stiff,
    brown
    (10YR-4/3),
    (CL).
    18. SIGNATURE AND TITLE OF INSPECTOR
    UNDISTURBED (UD)
    DISTURBED
    11. MANUFACTURER'S DESIGNATION OF DRILL
    10. COORDINATE SYSTEM/DATUM
    ML
    20.1
    Ft.
    STARTED
    NAD
    1983
    Texas
    South
    Central
    20.1
    19.4
    15.6
    13.2
    2.0
    End
    of
    Boring
    Expansion
    Material,
    (SM).
    SAND,
    fine
    grained,
    some
    clay,
    little
    silt,
    3.0"
    clay
    layer
    @
    15.9';
    2.0"
    clay
    layer
    @
    16.6';
    1.0"
    clay
    layers
    @
    17.3',
    17.5',
    17.8',
    18.3',
    and
    18.5';
    5.0"
    clay
    layer
    @
    18.7',
    olive
    (5Y-4/3),
    (SM).
    CLAY,
    some
    sand,
    stiff;
    3.0"
    sand
    layer
    @
    14.8',
    gray
    (5Y-5/1),
    (CL).
    SAND,
    medium
    grained,
    quartz,
    little
    clay,
    little
    silt,
    2.0"
    clay
    layer
    @
    13.3,
    gray
    (5Y-5/1),
    (SM).
    CLAY,
    some
    sand,
    medium
    grained,
    stiff
    to
    very
    soft;
    1.0"
    sand
    layer
    @
    12.4';
    mottled
    color
    between
    grey
    (5y
    5/1)
    and
    brown
    (10YR
    4/3),
    (CL).
    12.6
    10-09-06
    16:00
    -23.6
    -23.6
    Ft.
    3.0 In.
    VERTICAL
    INCLINED
    -43.7
    -43.0
    -39.2
    -36.8
    -36.2
    -25.6
    6. THICKNESS OF OVERBURDEN
    DEPTH
    (ft)
    ELEV.
    (ft)
    CLASSIFICATION OF MATERIALS
    Depths and elevations based on measured values
    JUN
    04
    MODIFIED
    FOR
    THE
    FLORIDA
    DEP
    JUN
    02
    BOX OR
    SAMPLE
    Alpine
    Ocean
    Seismic
    Survey,
    Inc.
    SHEET 1