1. project 254.pdf
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    Project
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    SUMMARY
    OF
    LABORATORY
    TEST
    RESULTS
    Brownsville
    ,
    Te
    xa
    s
    Contract No. DACW64-92-D
    -
    000t
    Delivery order No
    .
    0008
    Boring
    No.
    SPT
    Dry
    Wet
    Depth
    pp
    Blows
    Visual
    USC
    Me
    Un
    it
    Unit
    LL
    S#
    ( It)
    (tsl)
    per
    Classification
    ("10)
    Wt
    WI
    ( "10)
    FOOl
    (pet)
    (pet)
    1
    0
    -2
    2
    .
    75
    Gray.Clay.
    Very
    stitf,w
    /
    sand
    seams
    CH
    33.1
    86.7
    115.4
    2
    2-4
    1
    .25
    Brown
    &
    Gray.Clay.Stiff
    CH
    39
    .0
    3
    4-6
    0.00
    Gray
    .
    Clay.Very soh.w
    /
    sand
    sea
    ms
    CH
    31.5
    88.8
    116
    .
    8
    55
    4
    6-8
    0
    .
    50
    Gray
    .Clay
    .
    Medium
    sti
    ff
    CH
    35.8
    5
    8-10
    1
    .25
    Gray.Clay
    .
    Stiff
    CH 38
    .
    0
    ....
    s •
    :
    Sample Number
    .
    P P
    :
    Pocket Penetrometer Reading
    ,
    USC: Unified SOli Classification
    ,
    Me: MOisture Content
    q u
    :
    Unconlined Compressive Strength
    .
    W
    0
    H
    :
    We
    i
    ght
    01
    hammer.
    WOP
    :
    Weight of
    pipe
    Geotest Engine.ring,
    Inc.
    Mechanical Analysis
    PL
    %
    Pass
    i
    [lg