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    LOG OF BORING and TEST RESULTS
    BORING B7-130
    U.S. MARITIME ADMINISTRATION
    RESERVE FLEET HARBOR
    BEAUMONT,
    TEXAS
    I-
    (I)
    ~
    UNDRAINED SHEAR STRENGTH
    ii:
    1.1..
    WATER
    u.
    is
    ffi
    xu.
    TONS PER SQ. FT.
    c
    ~
    PL
    CONTENTS
    LL ""' g
    ~
    ~
    Ir
    orr
    !::: .......
    +--e--+ C.N
    ~
    1 fii
    8
    ..J
    w
    .-..----...!..
    ~~~'~ ~_SU_R_F_,c_E
    __a____
    ~_._5
    ________________
    ~_~_C.-+
    ____
    ~04.~5~~1~.0~
    __
    ~1~5~
    __
    -+~~_~~~4~0~B~O~1~2~rn~6~0~~
    -~
    VERY SOFT TO SOFT D.RK SR.Y TO BL.CK
    I
    I
    Iii
    ,-----,"..,
    CL.Y ICH) WITH ORS,NICS .ND S'ND
    ~
    i
    I
    39 +r-"
    55
    ~'\
    POCKETS
    ~"I
    I
    59
    l~1
    ~~
    112')
    hl_..Ao~-+!--~'---+-I----l55 /3~lE=t,
    :j!=:j 53
    gjj.
    DENSE LIGHT GRAY FINE S.ND ISP)
    ::
    I
    I
    I
    I
    (79)
    Q;::::~
    I
    l--+---'-i-L-
    ==iD
    I
    17
    I
    I
    ;
    Ii
    I
    30
    f
    ::::: '
    14
    -j---+--
    i
    13 )
    ~~
    '-ST-I-F-F-G-R-'
    Y--C-LA-Y--IC-H)--W-I-TH--S.-N-D-S-E-A-MS....i~32!N~'-·Ll)
    8
    8
    I
    I
    --
    54
    !•
    i
    i
    ",""
    POCKETS
    .,'
    88_ i
    .J
    i I
    '40"",
    -----'-.'"
    I
    142')
    I
    r-r--:-H--
    l..tal
    I'
    28
    (35)
    l----O:·~·.·,:..·:;[:;EDIU/14
    DENSE LIGHT GRAY MEDIUM TO FINE
    f
    (19)
    '----'-f
    ....
    ~ ~
    \
    S.ND
    ISP)
    WITH CL.Y SEAMS 'ND
    PD~~:~
    50-=~0:
    STIFF TO VERY STIFF LIGHT GR.y CLAY
    {CHI
    I--~_'"
    WITH SILTV SAND SEAMS.
    POCKETS.
    LAYEAS
    h---,"~
    (54 .)
    '-----------"'.',.'.
    VERY DENSE LIGnT GRAY FINE TO MEDIUM
    .......
    .'.••••
    !
    S.ND ISP)
    $9 .)
    60 -,""
    VERY STIFF TO HARD LIGHT GRAY
    c~
    Y--- (CH)
    I "J
    '-----:=
    ~
    WITH SILTY SAND SEAMS AND
    PDCKETS-~
    50!5'
    15
    ,
    ,
    ..
    I
    -I-
    L
    :,
    '
    ~'.::r:-
    .JI.--,-----,-I.!U
    ---1
    29
    !
    !
    i
    I--f.:-,-+-:
    --'--I IS)
    a7
    i
    ~
    ~
    1=i:;=:i=;::::;:::1 (79)
    8
    1
    10S .. 4-
    I
    $
    as
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    ,I
    33
    ,
    93.
    1
    _~
    __+-__
    ~.~-+!
    ____
    ~~4
    ..
    ~
    18PP.1i
    -~
    70 --0:
    29
    t=0:
    ~
    !
    ~~
    -WITH SILTSTONE DEPOSITS
    90
    -~
    ,
    ~----------~
    I---
    I--
    I---
    f----:
    Date Started:
    07/31/87
    Date Completed:
    08/01/87
    Weather:
    HOT.
    CLEAR
    Water Depth: 10.5 AT 1340 HRS ON 07/31/87
    Completion Depth: 89
    . BELOW MUDLINE
    Driller:
    WILLIAMS
    Technician:
    HALLIGAN
    Drill Rig:
    FAILING 750 TRUCK-MOUNTED
    Samplino:
    3' THIN-WALLED TUBE AND 2' SPLIT-BARREL SAMPLER
    Casing
    ~equired:
    50 . FROM BARGE DECK
    I
    I
    e:
    '
    I-::ieii,=+-I--!-+---I
    ,
    ~~TII
    ~~
    '''' i!
    23
    ---
    8
    ..
    ~
    ~
    +-+ -'--
    23
    iii
    I
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    LEGEND AND NOTES
    8
    POCKET PENETROMETER
    TORVANE
    It
    UNCONFINED COM?RESSION
    MINIATURE VANE
    (+ RESIDUAL VALUE)
    .. UNCONSOLIDATED-UNDR.INED TAI.XIAL
    Open Symbols DeSignate Remolded Teste
    LL
    d
    LIQUID LIMIT
    PL - PLASTIC LIMIT
    PI - PLASTICITY INDEX
    -200 - S PASSING
    1200
    SIEVE

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    r--
    SUMMARY Of TEST RESULTS
    !
    U.
    S. MAR!T!ME ADMIN!STRAT!ON
    RESERVE
    fLEET
    HARBOR
    BEAUMONT,
    TEXAS
    BORING
    SAMPLE
    SAMPLE
    VISUAL
    CLASSIf!CATlON
    MC
    UDW
    NUMBER
    NUMBER
    INTERVAL
    (%)
    (PCf
    ( fEET)
    87.130
    2Q
    2.0' 4.0 VERY SOFT DARK GRAY CLAY (CH), WITH
    90
    39
    ORGANIC MATERIAL
    87.130
    4Q
    4.0'6.0 VERY SOfT GRAY CLAY, WITH NUMEROUS SAND
    57
    POCKETS AND
    SA~D
    PARTINGS
    87.130
    6Q
    6.0.8.0 VERY SOfT DARK GRAY TO GRAY CLAY, WITH
    65
    59
    ORGANIC MATERIAL,
    AND
    SAND POCKETS AND
    SEAMS
    87-130
    8Q
    8.0-10.0 VERY SOfT GRAY CLAY, WITH SILTY SAND
    45
    POCKETS
    87-130
    9Q
    8.0-10.0 VERY SOfT DARK GRAY AND GRAY SANOY CLAY,
    72
    66
    WITH SAND POCKETS AND OCCASIONAL ORGANIC
    l~lATERIAL
    87-130
    10J
    10-11.5
    fIRM GRAY CLAY (CH), WITH SAND PARTINGS
    71
    87-130
    11 J
    12-13.5 GRAY
    fINE SAND
    87-130
    12J
    17-18.5
    GRAY fINE SAND
    87-130
    13J
    I
    22-23.5
    GRAY FINE SAND
    81-130
    14J
    27-28.5
    LIGHT BROWN MEDIUM TO FJNE
    SAND (SP),
    I
    WITH A TRACE OF SILT
    87-130
    16Q
    .
    34-36.0
    F1RM GRAY TO OL1VE-GRAY CLAY, W!TH
    57
    64
    IOCCASIONAL
    SAND POCKETS AND
    SEAMS
    87-130
    18Q
    36.0-38
    FIRM GRAY AND OLIVE-GRAY CLAY, WITH
    SAND
    34
    POCKETS AND PARTINGS
    87-130
    21Q
    38-40.0
    ILIGHT GRAY CLAYEY SAND (SC), WITH SAND
    30
    IZ2J
    POCKETS
    AND
    A VERTICAL
    SAND
    SEAM
    87-'130
    42-43.5'LIGHT GRAY SILTY fINE SAND (SM)
    87-130
    24Q
    44-46.0
    STIff
    GRAY CLAY, WITH SILTY SAND POCKETS
    34
    87
    87-130
    25Q
    48-50
    STIFf GRAY CLAY (CL), WITH NUMEROUS SAND 144
    POCKETS AND SEAMS
    87-130
    27Q
    50-52
    STIFf GRAY CLAY
    I
    WITH NUMEROUS SAND
    POCKETS
    AND
    SEAMS
    87-130
    29Q
    52-54.0
    STIFF GRAY CLAY, WITH NUMEROUS SAND
    "
    POCKETS AND SEAMS
    87-130
    3D.'
    54.5-56
    L,IGHT GRAY MEDIUM TO FINE SAND
    (SP-SM),
    SLIGHTLY SILTY
    87-130
    31J
    59-60.5
    VERY STIfF LIGHT GREENISH-GRAY CLAY,
    24
    SLIGHTLY
    SANDY,
    wITH
    OCCASIONAL
    SAND
    IPOCKEiS,
    OCCASIONAL ORGANIC MATERIAL
    87-130
    33Q
    61-63.0
    STJFF LIGHT
    GREEN!SH~GRAY
    SANDY CLAY
    23
    106
    (CL) ,
    WITH SAND POCKETS
    ,
    \
    /
    "
    L-
    LL
    PL
    P!
    80
    25
    55
    90
    27
    63
    1
    I
    44
    16
    28
    46
    17
    29
    50'
    17 33
    GRADATION,
    PERCENT
    PASSING SIEVE NO.
    4
    10
    40
    100 200
    100
    99
    97
    87
    79
    I
    100
    99
    66
    5
    31
    I
    100 100
    99
    75
    35
    100 100 100
    64
    19
    100
    99
    75
    12
    61
    100 100
    99
    91
    79
    1
    SU
    (KSf)
    0.05
    0.18
    0.68
    1.37
    1. 74
    I
    I
    I
    ,
    1
    I
    I
    ,
    I
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    I
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    I
    SUMMARY OF
    TEST RESULTS
    U.
    S. MARITIME ADMINISTRATION
    c
    RESERVE
    FLEET
    HARBOR
    BEAUMONT,
    TEXAS
    .
    BORING
    SAMPLE
    SAMPLE
    VISUAL CLASSIFICATION
    MC
    UD~
    LL
    PL
    PI
    GRADATION,
    PERCENT
    SU
    NUI~BER
    NUMBEF
    INTERVAL
    (%)
    (PCF
    PASSING SIEVE NO.
    (KSn
    (FEET)
    4
    10
    40
    100 200
    87.130
    350
    63-65.0 VERY STIFF LIGHT GREENISH-GRAY CLAY,
    35
    86
    WITH
    SILT