1. LOG OF BORING and TEST RESULTS
      1. BORINS 87-139

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    LOG OF BORING and TEST RESULTS
    BORINS 87-139
    U.S. MARITIME ADMINISTRATION
    RESERVE FLEET HARBOR
    BEAUMONT,
    TEXAS
    10
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    20
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    I-
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    30
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    40
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    50
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    60
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    l-
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    70
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    I--- ...•
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    90
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    .:..:.0
    SURFACE EL
    -14.8
    VERY SOFT SLACK AND GRAY CLAY
    (CH)
    WITH
    ORGANIC MATERIAL
    -WITH WOOD FRAGMENTS
    (B,S')
    LOOSE TO DENSE GRAY KEOIUM TO FINE SAND
    (SP)
    -WITH ORGANIC MATERIAL AT 23,S'
    -WITH SOFT CLAY SEAM AT 33-34'
    (44')
    VERY STIFF TO HARD BRAY CLAY
    (CH)
    WITH
    OCCASIONAL SAND POCKETS TO 47'
    (53,S')
    DENSE TO VERY DENSE SRAV SILTY FINE TO
    FINE SAND
    (SP-SM)
    --~
    UNDRAINED SHEAR STRENGTH
    TONS PER SQ. FT.
    0,5
    1.0
    1.5
    13
    ~
    1
    I
    9
    ~=i==~,==t=~
    27
    17
    19
    50
    ~u.
    WATER
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    PL
    CONTENTS
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    [
    34
    40
    (36)
    (9)
    (1B)
    Date Started:
    08/11/87
    Weather:
    HOT,
    CLEAR
    Date Completed:
    OB/12/87
    LEGEND AND NOTES
    *
    POCKET PENETROMETER
    A
    TORVANE
    Water Depth:
    16 ' AT 1225 HRS ON 08/11/87
    Completion Depth:
    84' BELOW MUDLINE
    Driller:
    WILLIAMS
    Technician:
    HALLIGAN
    UNCONFINED COMPRESSION
    MINIATURE VANE
    (~RESIOUAL
    VALUE)
    Drill Rig:
    FAILING 750 TRUCK-MOUNTED
    UNCONSOLIOATED-uNORAINED TRIAXIAL
    Sampling:
    3' THIN-WALLED TUBE AND 2' SPLIT-BARREL SAMPLER
    Casing Required: 55 • FROM BARGE DECK
    :
    Open Symbols Dssignate Remolded Tests
    LL -
    LIQUID LIMIT
    PL -
    PLASTIC LIMIT
    PI - PLASTICITY INDEX
    -200 - S PASSING .200 SIEVE
    1
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    SUMMARY OF TEST
    RESULTS
    U.
    S. MARITIME ADMINISTRATION
    RESERVE
    FLEET
    HARBOR
    BEAUMONT,
    TEXAS
    BORING
    SAMPLE
    SAMPLE
    VISUAL
    CLASSIFICATION
    MC
    UDW
    NUMBER
    NUMBER
    INTERVAL
    (%)
    (PCF
    (FEET)
    87.139
    lJ
    0.2
    VERY SOFT DARK GRAY ORGANIC CLAY (CH)
    287
    87.139
    2J
    2.4
    VERY SOFT DARK GRAY AND GRAY ORGANIC
    205
    CLAY (CH)
    87.139
    3J
    4.6
    VERY SOFT DARK GRAY AND GRAY ORGANIC
    147
    CLAY (CH)
    87.139 4J
    6.5.8
    DARK BROWN WOOD
    87.139
    6J
    13.5.15
    LI GHT GRAY FINE SAND
    87.139
    7J
    18.5.20
    LIGHT BROWNISH GRAY MEOIUM TO
    FINE SAND
    (SP) WITH ORGANIC MATERIAL
    87.139
    8J
    23.5.25
    LIGHT BROWNISH GRAY FINE
    SAND
    87.139
    9J
    28.5.30. LIGHT BROWNISH GRAY FINE SAND
    (SP)
    87.139
    100
    33.35
    FIRM LIGHT GREENISH GRAY SILTY CLAY
    (CL)
    33
    89
    WITH
    OCCASIONAL
    SANO
    POCKETS AND
    A SAND
    SEAM
    87.139
    12J
    38.5.40
    LIGHT BROWNISH GRAY MEDIUM TO FINE SAND
    (SP) WITH A TRACE OF COARSE SAND
    (
    87.139
    13J
    43.5.45
    LIGHT BROWNISH GRAY FINE SAND WITH
    OCCASIONAL
    GRAVEL AND
    OCCASIONAL
    CLAY
    POCKETS
    87.139
    150
    45.47
    FIRM LIGHT GREENISH GRAY SANDY CLAY WITH 23
    SAND
    POCKETS AND
    ORGANIC MATERIAL
    87.139
    180
    47-49
    HARD LIGHT GRAY SANDY CLAY (CH)
    21
    109
    87.139
    190
    49.51
    VERY STIFF LIGHT GREENISH GRAY CLAY WITH 26
    SILTY SAND POCKETS
    87.139
    210
    51.53
    HARD LIGHT GRAY SANDY CLAY (CH)
    21
    107
    87.139
    23J
    53.5.55
    LIGHT GRAY SILTY FINE SAND
    (SM)
    87.139
    24J
    58.5.60
    LIGHT GRAY SILTY FINE SAND
    87.139
    25J
    63.5.65
    LIGHT GRAY FINE SAND (Sp.SM), SLIGHTLY
    SILTY
    87.139
    26J
    68.5. 70
    LIGHT GRAY SILTY FINE SAND
    87.139
    27J
    73.5.75
    LIGHT GRAY SILTY FINE SAND
    (SM)