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    (
    LOG OF BORING and TEST RESULTS
    BORING 87-141
    U.S. MARITIME ADMINISTRATION
    RESERVE FLEET HARBOR
    BEAUMONT,
    TEXAS
    I----
    ~::t
    .:.:..:)
    :=:;:}.
    "20 ::/
    1-- ':.:.,:
    I---- .:.•..
    1-{:;'
    ~
    .:.::::
    r----
    ,~.:.:
    •••
    ..
    :
    II-----l\.~
    4o~
    =.{
    50~
    I=~
    ~~
    I--~
    ~~
    70
    ~
    E~
    VERY
    80FT
    GRAY AND BLACK CLAY
    (CHI
    WITH
    ORGANIC lolATERrAL
    15')
    LOOSE TO DENSE GRAY FINE SAND
    (SP)
    -WITH WOOD FRAGMENTS AT 9.5-10.5'
    AN:! 17'
    VERY STIFF LIGHT SRAY CLAY
    {ell
    NU~EROUS
    SAND POCKETS
    WITH ORGANIC MATERIAL AT 37-41'
    [33 •
    WITH
    ~LI6HT
    GRAY SANOY CLAY
    '42,5"
    /
    SROWN
    AND
    GRAY
    CLAYEY TO SILTY FINE SAND
    h (Se.8M)
    f
    i \
    {48'1
    VERY STIFF GRAY CLAY
    (CHI
    WITH FERAOUS
    STAINS TO 52'
    -WITH LIGHT GRAY STREAKS AT 50-54'
    -KITH DARK GRAY STREAKS AT 52-56'
    -WITH OCCASIONAL SILTY
    SAND
    PARTINGS AT 54-56' AND A BROWN STREAK
    AT 56'
    -WITH OCCASIONAL SILT POCKETS AT
    66-72'
    -WITH FERROUS STAINS AND SEAMS
    68-74' AND OCCASIONAL SILT POCKETS AT
    72-74
    <78 ')
    80
    ••••••
    :tgj
    VERY DENSE FINE TO SILTY FINE SAND
    ......:j I
    -- ••',." I
    (SP-SMl. SLIGHTLY CEMENTED
    1---)::';':'..::,..",.
    <-- -- -- -- ____
    mD
    I----
    --
    90
    I----
    t
    I,
    6
    16
    50
    29
    UNDRAINED SHEAR
    STRENGTH
    TONS PEA SQ. FT,
    WATER
    -.
    PL
    CONTENU
    LL
    1-1' g
    0.5
    1.0
    I
    i
    1.5
    !
    +--.--+
    o.f
    4080120160
    i
    :
    I
    -tl-- *'
    '92
    i
    !
    --'-·--~~~-~{31
    !
    I,
    ,
    !
    I
    :
    '
    (21
    !
    I
    i
    1-+--'-'
    ---!'--c--I { 2 I
    i
    I
    110r-t ,
    25
    I
    .:
    I
    !
    _
    .;
    I
    ~~~~98~==I
    i
    !
    I
    1
    (48)
    1==[":=:o.-=:±,
    =::=190
    ~±=+==151
    54
    .
    &
    i
    i
    .:
    @
    ~1·'
    -Ie'-+
    i
    e
    5
    !
    B9
    HII~.--C+~!--i'---I
    52
    i
    8
    10
    .
    B7
    -1-+
    ,
    50
    I-~~·~---,--~-+I.:
    _..._""
    ..i-""--
    .:.
    '0
    i 0
    : 0
    ",.,:
    I----'-------'--'~~
    96
    ~~+:===~
    37
    50/5"
    ~
    (8 I
    50/3'
    f- _I __ -l-
    ~
    .u. _
    : '!.; :
    (14)
    i
    I_____
    ~'
    ___---!____i---!__-I
    f
    i
    r
    I
    :
    Date Started: 08/13/87
    Weather:
    HOT. CLEAR
    LEGEND
    AND
    NOTES
    8
    POCKET
    PENETROMETER
    ...
    TORVANE
    Date Completed:
    08/13/87
    Water Depth: 17 • AT 1700 HClS ON 08/13/87
    Completion Depth:
    84' BELOW MUOLINE
    Driller:
    WILLIAMS
    TeChnician:
    HALLIGAN
    UNCONFINED COMPRESSION
    MINIATURE
    VANE
    (<)
    RESIDUAL
    VALUE)
    Drill Rig:
    FAILING 750 TRUCK-MOUNTED
    UNCONSOLIDATED-UNDRAINED TRIAXIAL
    Samplina:
    3' THIN-WALLED TUBE AND 2" SPLIT-BARREL SAMPLER
    Casing Hequired: 60 • FROM BARGE DECK
    Open Symbols DeSignate Remolded Tests
    LL - LIQUID LIMIT
    PL - PLASTIC LIMIT
    PI - PLASTICITY INOEX
    -200 - S PASSING .200 SIEVE
    I
    I
    !
    I
    I
    r

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    (
    ...1
    SUMMARY OF TEST RESULTS
    U.
    S. MARITIME ADMINISTRATION
    RESERVE
    FLEET
    HARBOR
    BEAUMONT,
    TEXAS
    BORING
    SAMPLE
    SAMPLE
    VISUAL CLASSIFICATION
    MC
    UDW
    LL
    PL
    PI
    GRADATION,
    PERCENT
    SU
    NUMBER
    NUMBER
    INTERVAL
    (%)
    (PCF)
    PASSING SIEVE NO.
    (KSF)
    (FEET)
    4
    10
    40
    100 200
    87-141
    lJ
    0-2
    VERY SOFT BLACK AND DARK GRAY ORGANIC
    CLAY
    87-141
    2J
    2-4
    VERY SOFT BLACK AND DARK GRAY ORGANIC
    207
    125 33
    92
    CLAY
    (CH)
    WITH ORGANIC MATERIAL
    87-141
    3J
    4-5.5
    VERY SOFT BLACK AND DARK GRAY ORGANIC
    CLAY WITH ORGANIC MATERIAL
    87-141
    5J
    9.5-11
    GRAY MEDIUM TO FINE SAND (SP) WITH
    100 98
    60
    8
    3
    ORGANIC MATERIAL
    87-141
    6J
    14.5-16
    LIGHT GRAY FINE SAND WITH ORGANIC
    MATERIAL
    87-141
    7J
    19.5-21
    LIGHT BROWNISH GRAY FINE SAND (SP)
    100 100 97
    5
    2
    87-141
    8J
    24.5-26
    LIGHT BROWNISH GRAY FINE SAND WITH
    ORGANIC MATERIAL
    87-141
    9J
    29.5-31
    llGHT
    BROWNISH GRAY MEDIUM TO FINE SAND
    100 100 69
    3
    2
    (SP)
    87-141
    10Q
    33-35
    STIFF LIGHT GREENISH GRAY AND LIGHT
    19
    110
    38
    13
    25
    1.49
    (
    BROWNISH
    GRAY
    SANDY CLAY
    (CL)
    WITH
    SAND
    POCKETS
    87-141
    13Q
    35-37
    VERY STIFF LIGHT GREENISH GRAY AND GRAY
    17
    SANDY CLAY WITH SAND
    POCKETS
    87-141
    15Q
    37-39
    VERY STIFF LIGHT BROWNISH GRAY AND
    17
    YELLOWISH
    BROWN
    SANDY
    CLAY
    WITH
    SAND
    POCKETS
    87-141
    17Q
    39-41
    VERY STIFF LIGHT BROWNISH GRAY SANDY
    21
    CLAY WITH
    SAND POCKETS
    87-141
    19Q
    41-43
    FIRM LIGHT BROWNISH GRAY SILTY CLAY WITH 25
    98
    0.78
    NUMEROUS SILT &SANDY SILT POCKETS &
    PARTINGS, &OCCASIONAL CALCAREOUS
    NODULES
    87-141
    20J
    43-45
    LIGHT BROWNISH GRAY SILTY FINE SAND
    (SM)
    100 100 100 95
    48
    WITH
    CLAY POCKETS
    87-141
    21Q
    48-50
    VERY STIFF LIGHT GREENISH GRAY CLAY (CH) 31
    90
    74
    23
    51
    2.32
    WITH
    SANDY SILT
    POCKETS AND REDDISH
    BROWN STREAKS
    87-141
    24Q
    48-50
    VERY STIFF GRAY CLAY WITH SILTY SAND AND 32
    SANDY SILT POCKETS AND REDDISH
    BROWN
    STAINS
    87-141
    26Q
    52-54
    VERY STIFF GRAY CLAY WITH SILTY SAND AND
    30
    SANDY SILT POCKETS AND
    REDDISH
    BROWN
    STAINS
    \
    ~
    .'

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    1
    SUMMARY OF TEST
    RESULTS
    U.
    S. MARITIME ADMINISTRATION
    (
    \
    RESERVE
    FLEET
    HARBOR
    BEAUMONT,
    TEXAS
    BORING
    SAMPLE
    SAMPLE
    VISUAL
    CLASSIFICATION
    MC
    UDY
    LL
    PL
    PI
    GRADATION,
    PERCENT
    SU
    NUMBER
    NUMBER
    INTERVAL
    (%)
    (PCF)
    PASSING SIEVE NO.
    (KSF)
    (FEET)
    4
    10
    40
    100 200
    87.141
    280
    54.56
    VERY STIFF OLIVE GRAY CLAY (CH) YITH
    30
    95
    74
    20
    54
    2.66
    OCCASIONAL SAND
    POCKETS ANO
    LIGHT
    GRAY
    AND
    DARK
    GREEN
    STREAKS
    87.141
    300
    56.58
    HARD BROYNISH GRAY AND BROYN
    CLAY,
    34
    SLICKENSIDED
    87.141
    320
    58.60
    HARD BROYNISH GRAY AND BROYN
    CLAY,
    31