1. project 254.pdf
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    Project
    :
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    Brownsville. Texas
    SUMMARY OF
    LABORATORY TEST
    RESULTS
    Contract No.
    DACW64.92.D.QOOl
    Delivery
    order No. 0008
    Boling
    No
    .
    SPT
    Dry
    Wet
    Depth
    PP
    Blows
    Visual
    USC
    Me
    Unit
    Unit
    LL
    SII
    (It )
    (tsl)
    per
    Classification
    (%)
    WI
    WI
    (%j
    Foot
    1P~iL
    {peiL
    1
    0.5.2
    111 •
    Gray,Sand,
    Very
    laase,Silty
    SM
    12.
    2
    2
    .
    5.4
    2
    Gray,Sand,
    Very loose,Silty
    SM
    3
    4
    .
    5.6
    4
    Gray,Sand,Laase,SiltY
    SM
    4
    6
    .
    5.8
    4
    Gray
    .Sa
    nd
    .
    Laase,Silty
    SM
    5
    8.5
    .
    10
    3
    Gray.Sand.Very
    laase.Silty
    SM
    ..
    S.
    :
    Sample Number.
    P P
    :
    Pocket
    Penetrometer Reading.
    USC
    :
    Umfled
    5011 Classlflcallon. Me
    :
    MOisture Content
    q
    u
    :
    Unconlined
    Compressive
    Strength. W
    0
    H
    :
    Weight
    01
    hammer. WOP: Weight 01 pipe
    Geotest Eng;neering,
    Inc.
    Mechanical Analysis
    PL
    %
    Passinq
    (%j
    #4
    1110
    #40
    11100