alt
    alt
    c
    LOG OF BORING and TEST RESULTS
    BORING 87-137
    u.s. MARITIME ADMINISTRATION
    RESERVE
    FLEET
    HARBOR
    BEAUMONT.
    TEXAS
    ~
    g
    ~j
    UNDRAINED SHEAR STRENGTH
    TONS PER
    sa.
    FT.
    Eru..
    WATER
    .....
    126')
    ~
    ~
    8
    SURFACE EL
    -19.0
    ~+.-..
    I--;"~
    VERY SOFT BLACK AND DARK GRAY CLAY
    (CH).
    '-"
    WITH ORGANIC MATERIAL AT 4. AND CLAYE
    1
    Y
    I-~"'>:-;';.':':.
    AND LAYER FROM 3.
    TO 4
    ..
    I
    10
    ","'
    ~
    RAY MEDIUM TO FINE SAND ISP) WITH
    [4,5')
    CLAY
    I
    ''''''\
    POCKETS AND ORSANIC MATERIAL
    '6.'
    L.........J"'~
    SOFT GRAY CLAY
    (CHl
    WITH SILTV SAND
    ~~
    SEAMS.
    POCKETS.
    AND PARTINGS
    1--;",'"\
    _WITH ORGANIC
    ~TERIAL
    AT ii-i5
    ~~
    15' -
    WITH SAND SEAMs AND POCKETS BELOW
    -~
    -
    WITH SAND LAYERS BELOW
    22.
    0,5
    1.0
    1.5
    I
    0& PL
    CONTEN'TS
    LL ....
    g
    i:;!;; +--.--+
    CL'l'
    !5
    40 80120160
    -
    '1-I-T,148
    JL
    I , '.-'
    (7 )
    "7
    I
    I--"It--"-+---;'l.1L'
    J."1"1,--+-1---I 91
    _.A
    ~:
    ~lJi.
    i
    !
    ...
    ~
    I
    I
    I
    BO
    192}
    , 'II
    .!
    i
    1-1..
    -'------+-----+----+----1
    49 "" - !&.Il
    B2
    All
    IL~il~4)
    ..A
    !
    '
    ~~--+_----4_----~----,52 ~---e~--~-I
    _
    ;::::;:
    ' DENSE GRAY MEDIUM TO FINE SAND (SP) WITH
    I
    I
    I
    i
    I
    (10)
    30
    "1.......
    NUMEROUS CLAY POCKETS AND SEAMS
    (31.5')
    I===±:==±==::;:===!
    '
    L.::~~0:"-o;,M-F-I-RM--D-AR-K--GR-A-Y-S-A-ND-Y--CL-A-Y-T-O-C-LA--YE-Y~SA~NO'"-4
    52!5'
    I
    iIJ
    I
    I
    I
    12
    l'\.'
    ISC-CL) WITH CALCAREOUS NODULES
    (36.5')
    1-1
    ~.IllII
    __
    4-i
    ~!
    __
    ;..I
    --1(33)
    1--..:.:...
    LOOSE GRAY SLISHTLY CEMENTED SAND ISP)(40')
    9
    I
    I
    I
    I"
    (
    3 )
    40
    l::::.::
    r'\.'"
    INTERBEDDEO GRAY SILTY FINE SAND
    (SM).
    I
    .1,
    '--
    .:.~.~
    I CLAYEY SAND ISCI. AND GRAY SILTY.
    92
    \."\
    CLAY (eLl
    :
    ~~~
    7
    i
    ; I
    I
    I------ .'>
    " •
    I
    i
    -"".L, I
    I
    I
    30
    (19)
    I------
    ~
    ,
    B
    II
    I"
    ""'i',
    " I
    (69)
    C,
    .!- '"" "-___________
    --"(5!'-7-'-j.)
    ~_t-D_-':__.-_+---i----l
    B5 ..
    ~
    .'Hfl--,-i--I 46
    ~60 ~
    STIFF TO YERY STIFF GRAY CLAY (CH) WITH
    , ___--'
    ', ...
    :-!'._~I~--Li_~-I
    73
    ~:
    h.
    62
    L
    ' ;
    /
    SIL
    TV
    FINE SAND SEAMS
    t-
    ,
    I
    "'...
    -WITH LIGHT BRAY STREAKS 59' -61 •
    I
    i
    !
    L.....J...
    ' "
    _ WITH NUMEROUS WOOD FRAGMENTS
    I
    8
    Ii.
    ~
    43
    - BECOMES YERY STIFF DARK GRAY.
    5B +
    I
    ~
    ,
    i'.....
    WITH LIGHT GRAY SmEAKS FROM 63-65'
    ',*
    .'
    i
    I,
    7 0
    ~
    h -
    WITH OCCASIONAL WOOD FRAGMENTS
    j
    '
    ~Il!
    ";;;;!j't:::±::::':::j::.;~
    2B
    '.
    AND SILT POCKETS BELOW 65'
    I
    I
    I'
    I
    l----J'."
    '0' .'
    ,
    ,i
    "
    "
    :_._-'::::':'1
    -
    BECOMES SANDY BELOH 69'
    (71
    '1
    44!
    i
    C!i)
    !,,-tzo
    ~~.
    -"""
    ,~-
    ,,"-_J
    ~
    - -'
    L_-
    t=1-=-:;:!,i=-:!;:-'::O::!=-=+
    111.=-=1-(12)
    ~
    i---------...J
    7
    Uf
    I
    II
    !
    90
    I
    I
    1---.
    it
    t=[
    Date Started: 08/06!87
    Date Completed: 08/07/87
    Weather:
    HOT.
    AFTERNOON THUNDERSTORMS
    Water Depth: 20.5 . at 1450 hrs on 08/06/87
    Completion Depth: 79' BELOW MUDLINE
    Driller:
    WILLIAMS
    Technician:
    HADA
    Drill Rig:
    FAILING 750 TRUCK-MOUNTED
    Sampling:
    3' THIN-WALLED TUBE AND 2' SPLIT-BARREL SAMPLER
    Casing Required:
    60. FROM BARGE DECK
    LEGEND AND
    NOTES
    '*
    POCKET PENETROMETER
    ...
    TDRYANE
    UNCONFINED COMPRESSION
    MINIATURE VANE
    I~
    RESIDUAL YALUE)
    ..
    UNCONSOLIDATED-UNDRAINED TRIAXIAL
    Open SymDole DeSignate Remolded Teste
    LL - LIQUID LIMIT
    PL - PLASTIC LIM!T
    PI - PLASTICITY INDEX
    -200 - X PASSING '200 SIEVE
    I.

    alt
    alt
    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
    (%)
    (PCn
    PASSING SIEVE NO.
    (KSF)
    ( FEET)
    4
    10
    40
    100 200
    l
    87.137
    lJ
    0-2
    VERY SOFT BLACK ORGANIC CLAY (CH)
    296
    192
    44
    148
    87-137
    3J
    2-4
    GRAY CLAYEY SAND WITH NUMEROUS SAND
    43
    NP
    NP
    NP
    POCKETS
    87-137
    5J
    4-6
    LIGHT BROWNISH GRAY MEDIUM TO FINE SAND
    100 100 81
    15
    7
    (SP-SM) WITH OCCASIONAL CLAY POCKETS
    87-137
    7Q
    8-10
    SOFT GRAY CLAY (CH) WITH SAND POCKETS
    95
    48
    122 31
    90
    AND
    PARTINGS AND OCCASIONAL ORGANIC
    MATERIAL
    87-137
    9Q
    10-12
    VERY SOFT GRAY CLAY WITH SAND POCKETS
    96
    49
    1
    0
    ,1
    AND
    PART INGS
    87-137
    llQ
    12-14
    SOFT GRAY CLAY (CH) WITH SAND POCKETS
    92
    56
    112 32
    80
    0.24
    AND
    PART INGS
    87-137
    13J
    14-14.5 FIRM GRAY CLAY WITH OCCASIONAL SAND
    6
    100 100 100 95
    92
    POCKETS AND
    LIGHT
    GRAY STREAKS
    87- 137
    15Q
    18-19.5 SOFT GRAY CLAY (CH) WITH SAND POCKETS
    94
    49
    114 32
    83
    1
    0
    25
    87-137
    160
    20-22
    GRAY MEDIUM TO FINE SAND (SP-SM) WITH
    86
    100 100 56
    16
    14
    ISILT AND CLAY POCKETS,
    PARTINGS AND
    I
    !
    10.41
    SEAMS
    87-137
    19J
    22-24
    FIRM GRAY CLAY
    217
    1
    87-137
    21Q
    24-26
    SOFT GRAY CLAY
    ~ITH
    OCCASIONAL SAND
    84
    52
    POCKETS AND
    ORGANIC MATERIAL
    87-137
    22J
    26-27.5 LIGHT GRAY MEDIUM TO FINE SAND (SP-SM)
    100 100 43
    12
    10
    I
    WITH A CLAYEY SAND SEAM
    I
    ,
    87-137
    23J
    31-32.5
    LIGHT GREENISH GRAY CLAYEY SAND WITH
    15
    I
    I
    I
    I
    I
    ,
    I
    SAND
    POCKETS,
    CALCAREOUS DEPOSITS AND A
    SANDY
    CLAY
    LAYER ON
    END
    I.
    i.
    87-137
    24J
    33-34
    LIGHT GREENISH GRAY CLAYEY SAND
    (SC)
    19
    30
    18
    12
    89
    81
    71
    60
    33
    WITH
    SAND
    POCKETS AND
    NUMEROUS
    CALCAREOUS NODULES
    87-137
    26J
    I
    35-36
    LIGHT GREENISH GRAY CLAYEY SAND WITH
    28
    I
    I
    I
    I
    CLAY POCKETS AND
    PARTINGS AND
    NUMEROUS
    I
    SHELL
    FRAGMENTS AND
    CALCAREOUS
    NODULES
    87-137
    27J
    37-38
    LIGHT GREENISH GRAY CEMENTED SAND
    32
    17
    7
    5
    3
    (SP)-WITH CALCAREOUS NOOULES
    87-137
    28Q
    42-44
    GRAY CLAYEY SAND WITH CLAY AND SAND
    32
    92
    0.21
    PDCKETS
    87-137
    30J
    47-48
    GRAY SILTY FINE SAND (SM) WITH A CLAYEY
    28
    NP
    NP
    NP
    100 100 99
    61
    19
    SAND SEAM
    87-137
    32Q
    ' 51-53
    SDFT GRAY CLAY (CL) WITH NUMEROUS SAND
    31
    94
    49
    19
    30
    AND
    SILTY SAND POCKETS,
    PARTINGS AND
    SEAMS
    !
    i
    (
    L

    alt
    alt
    (
    U.
    SUMMARY OF TEST RESULTS
    S. MARITIME ADMINISTRATION
    RESERVE
    FLEET
    HARBOR
    BEAUMONT,
    TEXAS
    BORING
    SAMPLE
    SAMPLE
    VISUAL
    CLASS IFI CAT JON
    MC
    I
    UDW
    LL
    PL
    PI
    GRADATION,
    PERCENT
    SU
    NUMBER
    NUMBER INTERVAL
    (%) (PCn
    PASSItlG SIEVE NO.
    (KSF)
    ,
    4
    10
    40
    'OOj-1
    (FEET)
    87.137
    33J
    53.54.5
    GRAY SILTY CLAY WITH SAND PARTINGS AND
    1
    100 100 99
    92
    70
    I
    SEAMS
    87.137
    35Q
    55.57
    FIRM GRAY CLAY (CH) WITH SAND POCKETS
    47
    85
    74
    28
    46
    10.48
    I
    AND SEAMS AND
    SHELL
    FRAGMENTS
    I
    I
    i
    87.137