1. project 254.pdf
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    Brownsville, Texas
    SUMMARY OF
    LABORATORY TEST RESULTS
    Contract No
    .
    DACW64-92-D
    -
    OOOI
    Delivery
    order No
    .
    0008
    Boring No
    .
    SPT
    Dry
    Wet
    Depth
    PP
    Blows
    Visual
    USC Mc
    Unit
    Unit
    LL
    S.
    (It )
    (tsl)
    per
    Classification
    (%)
    WI
    WI
    (%)
    Foot
    (DCn
    l!1cl)
    I
    0-2
    1.25
    Gray,Clay,S1iff
    CH
    37.5
    2
    2-4
    0.00
    Gray
    ,C
    lay,
    Very
    soft
    CH
    59
    ,
    4
    3
    4-6
    0
    .
    00
    Gray,Clay,Very
    soft
    CH
    55
    .
    2
    67.6
    104
    ,
    9
    66
    4
    6.8
    0
    .
    00
    Gray,Clay,Very
    so
    ft
    CH
    50.2
    5
    8.10
    0.00
    Gray,Clay,Very
    soft
    CH
    43
    .
    9
    77.3 111
    .
    2 63
    6
    10
    -
    t2
    0
    .
    00
    Gray,Clay,Very soft
    CH
    43
    .
    2
    7
    12
    .
    5-14
    6
    Gray
    .Sa
    nd .Loose,Silty
    SM
    8
    16.18
    0.25
    Brown, Clay. Soft.
    w
    /
    mica
    CH
    30.4
    91.6
    119.5
    57
    -
    9
    18
    .
    20
    0
    .
    25
    Brown ,Cia
    y
    ,Soft,Silty
    Cl 25.1
    to
    20.22
    0
    .
    25
    Brown,Clay,Soft.S
    i
    lly
    Cl
    25
    .
    5
    98.8
    124
    .
    0
    28
    11
    22.24
    0.25
    Brown, Clay
    ,Soft,Si
    lty
    Cl
    29.3
    94
    .
    1 121.7
    12
    24.5-26
    5
    Gray,Sand
    ,
    loose,Silty
    SM
    13
    28
    .
    5-30
    6
    Gray ,Sand,
    loose
    ,
    Silty
    SM
    ....
    S
    #
    :
    Sample
    Number,
    P P
    :
    Pocket Penetrometer Reading, USC: Unified
    SOil Classification
    ,
    M
    c :
    MOisture Content
    q
    u
    :
    Unoonfined Compressive
    Strength, W
    0
    H
    :
    Weight
    of
    hammer.
    WOP: Weight
    of
    pipe
    Geotest Engineering,
    Inc.
    92-14
    Mechanical
    Analysis
    PL
    %
    Passino
    (%)
    .4
    .,0
    .40 #100
    26
    100,0 100
    ,
    0
    100,0 100
    .
    0
    25
    100.0 100
    .
    0
    100
    .
    0
    96
    .
    6
    25
    100.0 100
    .
    0 99.7
    99
    .
    4
    Torvane
    Shear
    qu
    Strength
    #200
    (t
    s
    t)
    (tst)
    0.08