1. project 254.pdf
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    Project
    Disposal Areas Nos
    .
    2
    and
    4 tor Brownsville Ship
    Channel
    SUMMARY OF LABORATORY
    TEST
    RESULTS
    Brownsville, Texas
    Contract
    No
    .
    DACWS4-92-D-OOOI
    Delivery order No. 0008
    Boring No
    .
    SPT
    Dry
    Wet
    Depth
    PP
    Blows
    Visual
    USC Me
    Unit
    Unit
    LL
    SII
    (It
    )
    (tsf)
    per
    Classification
    ('!o)
    WI
    WI
    ('!o)
    Foot
    (pel)
    (pcf)
    1
    0.5-2
    1-12"/ Gray
    ,Sand,
    Very
    loose,silty
    SM
    1
    2
    2.5-4
    1
    /
    t .
    Gray,Sand,Very
    loose,silty
    SM
    12"
    3
    4.5-6
    2
    Gray
    ,Sand, Very
    loose.silty
    SM
    4
    6.5-8
    2
    Gray
    ,Sand,Very
    loose,silty
    SM
    5
    8-10
    0
    .
    00
    Gray,Clay, Very soll,sandy
    CL 33.8
    85
    .
    9
    114.9
    37
    ....
    S
    II :
    Sample Number, P P : Pocket Penetrometer Reading, USC. Unified SOil ClaSSification, Me. MOisture Content
    q u
    :
    Unconfined
    Compressive
    Strength, W 0 H
    :
    Weight of hammer, WOP: Weight of pipe
    Geo'e~t
    Engineering, Inc.
    92-27
    Mechanical Analysis
    PL
    %Pass~
    (%)
    #4
    #10 #40
    #100
    100.0
    100
    .0
    99.8
    86
    .
    8
    100.0
    100.0
    100
    .0
    90
    .3
    Torvane