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    GEOTECHNICAl. BORING DATA
    PROJECT
    NAME
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    LOG OF BORING NO.
    Clo - 33
    LOCATION/STATION
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    ________
    DATE/TIME STARTED
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    DATE/TIME COMPlETED
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    1'1
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    !.'I
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    TIDE ELEVATION
    -t 2. 3
    MLT DATUM
    !
    WATER DEPTH
    3.0
    DEPTH FROM WATER SURFACE
    I
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    ?
    7.
    5
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    BORING NO.
    'lo-
    33
    DATE: BEGIN
    OG/JshO
    COMPLETE
    06115 flo
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    14.(j-404
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    PAGE
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    PROJECT
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    CONTNUED:
    0 YES
    III NO
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    Project
    VICTORIA SHIP CHANNEL, TEXAS
    SUMMARY OF LABORATORY
    TEST
    RESULTS
    Boring No.
    SPT
    Dry
    Wet
    Depth
    PP
    Blows
    Visual
    USC
    Mc
    Unit
    Unit
    LL
    S#
    (ft )
    (tsf)
    per
    Classification
    (0/0)
    WI
    WI
    (0/0)
    Foot
    (ccf)
    (ecf)
    t
    o - 2
    Dark gray,
    SILTY CLAY, very seft, slightly sandy,
    CL
    31.0
    with shell fraaments
    2
    2 - 4
    Dark gray,
    SANDY CLAY, very soft, silty,
    with
    CL
    29.8
    shell fragments
    3
    4 - 6
    0.00
    Dark gray, SILTY CLAY, very soft, with
    CL
    47.2
    74.2
    105.4
    shell fragments
    4
    6 - 8
    0.25
    Gray and green (olive), SILTY CLAY, soft, with
    CL
    29.5
    90.7
    117.5
    shell fraaments
    5
    8 -
    10
    0.00
    Gray and green (olive), SILTY CLAY, very soft,
    CL
    ----
    with sand
    I
    6
    10
    -~
    II
    2
    Gray, SANDY CLAY, very soft, with shell
    CL
    29.1
    92.8
    116.9
    fraaments
    7
    15
    -C~
    V
    12
    Gray, CLAYEY SAND, medium dense
    SC
    25.2
    8
    20 • 21.5
    27
    Gray, SILTY SAND, medium dense, with shell
    SM
    fraQments and sand stone
    9
    23 - 24.5
    26
    Gray,
    SILTV SAND, medium dense, with shell
    SM
    fragments and sand stone
    S # : Sample Number, P P . Pocket Penetrometer Reading, USC. Unified SOIl ClassifICation, M c . MOisture Content
    q u : Unconfined Compressive
    Strength, W
    0
    H : Weight of hammer, WOP: Weight of pipe
    ....
    21
    47
    27
    90-33
    Mechanical Analysis
    PL
    % Passing
    (0/0)
    #4
    #to
    #40
    #tOO
    98.6 97.3 94.6 91.3
    21
    98.9 98.1
    96.8
    96.3
    99.5
    99.4 99.3
    98.9
    16 97.9
    95.1
    93.7 92.7
    93.7
    92.6 91.4
    89.9
    Torvane
    Shear
    qu
    Strength (tsf)
    #200
    (tsf)
    62.0
    89.7
    0.25
    0.29
    70.5
    51.8
    25.7
    alt
    +,
    ...
    *1
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    .D
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    o
    I
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    I
    Failure Sketches
    0.4
    ~
    0.3
    "'
    '"
    m
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    ,;
    ~
    '"
    0.2
    III
    .,.
    •
    m
    <>.
    v
    ~
    E
    a
    U
    0.1
    o
    Controlled stress
    0.0
    ~
    Controlled strain
    0
    Test No.
    Type of Specimen
    Water content
    Q
    Void ratio
    2
    Saturation
    .E
    Ory