1. LOG OF BORING and TEST RESULTS
      1. BORING 87-136

    alt
    alt
    LOG
    OF BORING
    and
    TEST
    RESULTS
    BORING 87-136
    U.S.
    MARITIME ADMINISTRATION
    RESERVE FLEET HARBOR
    c
    BEAUMONT,
    TEXAS
    ~
    UNDR~INED
    SHEAR STRENGTH
    >-
    WATEB
    u-
    -'
    "'~
    <ru-
    e
    0
    '"
    ","-
    TONS PER SQ. FT.
    cu
    PL
    CONTENTr
    LL
    :r
    '"
    w
    ~Il.
    ~o
    ~
    x
    <r
    00:
    +-----+
    Q.!
    11.
    >-
    0
    -'w
    ~~
    w
    '"
    u
    SURFACE EL
    -18.3
    "'11.
    z'"
    C
    ,
    0,5
    1 0
    1.5
    =>
    40 80120160
    ~
    VERY SOFT BLACK AND DARK GRAY CLAY
    (CH)
    I
    .;.
    _L-#
    [
    ~
    WITH ORGANIC MATERIAL
    (4')
    r
    .to
    BS
    tt.
    I
    ,
    !
    (14)
    ~
    !
    I
    I
    e--
    LOOSE GRAY FINE SAND
    (SP).
    SILTY
    (SM)
    TO
    i
    6'
    WOP
    10
    ~
    I
    ,
    -BECOMES CLAYEY SILTY
    BELOW 13,5'
    !
    I
    ~
    i
    I
    :
    !
    (48)
    ~
    "..:.'.
    (17")
    ,
    I
    I
    I
    ~
    FIRM LIGHT GRAY CLAY
    (CH)
    WITH SAND
    I
    77
    ""r
    53
    20
    POCKETS AND ORGANIC MATERIAL
    (21')f
    I
    ::)
    ""\
    5
    (12)
    e--
    LOOSE GRAY SLISHTLY SILTY FINE SAND
    ~
    (SP-SM)
    (10)
    ~
    .......
    I
    8
    30
    I:'::':'
    (30')
    ~
    (CH)
    ••
    I
    I
    ~+
    I
    FIRM TO STIFF SRAY CLAY
    WITH NOOD
    I
    71
    i
    55
    FRAGMENTS AND SAND POCKETS
    (3S')
    Ai
    I
    i
    (
    e-- ..:.':'
    MEDIUM TO VERY DENSE SILTY FINE SAND
    37
    I
    ,
    I
    (19)
    (SM)
    ,
    I
    40 ;:}.
    ,
    33
    I
    i
    (25)
    i=':'::':'
    ,
    ~
    .:.::.:
    !
    50/6
    I
    (1B)
    '--
    .:.::.:
    I
    50
    :~(',~
    -BECOMES FINE SAND
    (SP)
    BELOW.50.5'
    I
    L'}~
    REF/6-
    I
    (6)
    I
    • !-- .:-::.:. ,
    I
    i
    (5 )
    REF/S'
    I
    ,
    i
    !-- ....
    i
    60 }:::.
    - WITH OCCASIONAL CLAY POCKETS BELOW
    REF/S-
    I
    !
    I
    I
    (6 )
    !--~.'
    60.5'
    ,
    ,
    (65')
    ,
    I
    STIFF TO VERY STIFF GRAY CLAY
    (CH)
    WITH
    -r
    !
    73
    +..+
    57
    ~
    SHELL
    FRAGMENTS, SAND
    POCKETS &PARTINGS
    ;
    I!
    I
    70~
    I
    I
    ....
    -
    I
    68
    -1;"'-+
    i
    54
    t=~
    *i
    ie:
    I
    *!
    ~~
    I
    i
    I~.i
    ----------~
    ,
    I
    50
    ~
    I
    I
    I
    e--
    I
    ~
    i
    ~
    I
    I
    i
    I
    90
    I
    I
    i
    !
    !--
    I
    I
    ~
    I
    ~
    I
    i
    I
    e--
    I
    I
    i
    I
    I
    08/08/87
    08/06/87
    LEGEND AND NOTES
    Date Started:
    Date Completed:
    .to
    Weather:
    HOT,
    PARTLY CLOUDY
    *
    POCKET PENETROMETER
    TORVANE
    Water Depth:
    20 ' AT 1620 HRS ON 08/07/87
    UNCONFINED COMPRESSION
    com~letion
    DeEth:
    80
    '
    8ELOW MUDLINE
    MINIATIJAE VANE
    (~
    RESIDUAL VALUE)
    Ori ler:
    WIL IAMS
    TeChnician:
    HALLIGAN
    Drill Rig:
    FAILING 750 TRUGK-MOUNTED
    UNCONSOLIDATED-UNDRAINED TRIAXIAL
    samplin~:
    3' THIN-WALLED TUBE AND 2" SPLIT-BARREL SAMPLER
    Open Symbols DeSignate Remolded Tssts
    Casing
    equired: 42 ' FROM BARGE DECK
    LL - LIGUIO LIMIT
    PL - PLASTIC LIMIT
    PI - PLASTICITY INDEX
    -200 - S PASSING '200 SIEVE
    I
    ~

    alt
    J
    SUMMARY OF TEST RESULTS
    U.
    S. MARITIME ADMINISTRATION
    RESERVE
    FLEET
    HARBOR
    BEAUMONT,
    TEXAS
    BORING
    SAMPLE
    SAMPLE
    VISUAL
    CLASS IF ICAT! ON
    MC
    UDW
    NUMBER
    NUMBER
    INTERVAL
    (%)
    (PCF)
    (FEET)
    87.136
    2Q
    2.4
    VERY SOFT DARK GRAY AND GRAY ORGANIC
    200
    CLAY (CH)
    87.136
    4J
    4-6
    GRAY SILTY FINE SAND (SP-SM)
    87- 136
    5J
    6-8
    GRAY FINE SAND WITH OCCASIONAL CLAY
    POCKETS
    87- 136
    6J
    8-10
    LIGHT GRAY FINE SAND
    87-136
    7J
    13.5-15
    GRAY CLAYEY SILTY SAND
    (SM) WITH SI LTY
    SAND POCKETS AND PARTINGS
    87- 136
    8Q
    17-19
    FIRM GRAY CLAY (CH) WITH SAND POCKETS
    42
    77
    AND ORGANIC MATERIAL
    87-136
    11 J
    21.5-23
    GRAY SLIGHTLY SILTY FINE
    SAND (SP-SM)
    87-136
    12J
    26.5-28
    LIGHT BROWNISH GRAY SLIGHTLY SILTY FINE
    SAND (SP-SM)
    87-136
    13Q
    31-33
    FIRM GRAY CLAY (CH) WITH OCCASIONAL SAND
    47
    71
    POCKETS AND
    ORGANIC MATERIAL
    87-136
    15Q
    33-35
    FIRM LIGHT GRAY CLAY
    49
    ,
    87-136
    17J
    35.5-37
    LIGHT BROWNISH GRAY SILTY FINE SAND
    (SM)
    \.
    87-136
    18J
    40.5-42
    LIGHT BROWNISH GRAY SILTY FINE SAND
    (SM)
    WITH OCCASIONAL
    CLAY POCKETS
    87-136
    19J
    45.5-47
    LIGHT BROWNISH GRAY SILTY FINE SAND
    (SM)
    WITH OCCASIONAL
    CLAY POCKETS
    87-136
    20J
    50.5-52
    LIGHT BROWNISH GRAY
    FINE SAND
    (SP-SM)
    87-136
    21J
    55.5-57
    LIGHT BROWNISH GRAY FINE SAND
    (SP)
    87-136
    22J
    60.5-62
    LIGHT BROWNISH GRAY FINE SAND
    (SP-SM)
    87-136
    23Q
    65-67
    STIFF
    GRAY CLAY (CH) WITH OCCASIONAL
    50
    73
    SAND
    POCKETS AND
    OCCASIONAL
    SHELL
    FRAGMENTS
    87-136
    25Q
    67-69
    STIFF GRAY CLAY WITH SILT
    POCKETS AND
    47
    PARTINGS
    87- 136
    27Q
    69-71
    STIFF GRAY CLAY WITH SILT POCKETS
    49
    87- 136
    29Q
    71-73
    STIFF GRAY CLAY (CH) WITH OCCASIONAL
    54
    68
    SAND
    POCKETS AND
    LIGHT
    GRAY STREAKS