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    DEPARTMENT
    OF
    THE
    ARMY
    DIYISIOII
    Southwestern
    INSTALLATION
    Galv Dist, Eng Div
    DR ILLI NG
    LOG
    CLASSIFICATION OF MATERIALS
    (J,••cr
    ip'
    ion)
    0.0
    3.5 - /
    ~2
    Water
    3.5
    6.0
    -1'.
    Gray mucky silty clay, v/soft
    3" ST penetrated material
    wi
    weight of kelly
    6.0
    I 8.
    ~
    :::I
    bo~1
    ! :
    Gray mucky silt v/soft
    3" ST penetrated material
    w/weight of kelly
    S.5
    Ill.
    o~
    Gray sticky silt tr of shell
    v/soft
    3" ST penetrated material
    wi
    weight of kelly
    11.0.1 13.s::l-II.zl
    Gray sticky silty clay, soft
    13.5
    I l6.lO
    16.0
    I lS.
    5~
    Gray sticky clay, v/soft
    Gray sticky clay, v/soft
    Bottomed in above at 18.5
    Water 3.5
    1'.:9/
    ;--i·~
    /'
    ~
    !?d.
    ~
    IO.j .
    .;{ .3.-/
    /(i~
    ENG FORM
    1836
    (EM
    111.()..1-180I)
    PREVIOUS EDITION MAY BE USED
    , MAR 6'
    TRANSLUCENT
    UNTIL .EXHAUSTED.
    HOLE MO.
    OF
    (Dr
    J
    II
    J..,
    t
    JIQ
    ..... tlterln'.
    I
    I
    Jar 1
    I Jar
    2
    Jar
    3
    Cont.
    1
    0.15
    Jar
    4
    Jar
    5
    I b,.t>
    PllCI.IECT
    NASA CHANNEL
    HOI.[ 10.
    ~

    alt
    I
    ,
    I
    I
    I
    1
    I
    I
    I
    I
    I
    !
    , 1
    I
    i
    'I
    1
    I
    I'
    1
    I
    1
    I
    -----
    4::;1
    ~:;t;
    SWDGL Report No. 7919
    SWD
    Hole
    Sample
    '
    Depth,
    No.
    No.
    Feet
    3ST-l S-12849
    3.5 -
    7.5
    Type
    of
    8ample
    /
    Jar /
    Jar
    4::~
    ~:s-
    ~
    ...t;
    -~-~:
    4:;f
    -
    .:...
    ~~;;
    TABLE NO.1
    NASA Clear Lake Channel
    Results of Tests of Foundation
    ~~terials
    Natural Conditions
    Mechanical
    Water
    Dry
    Pocket
    Analysis
    Limits Content
    DenSity
    Penetrometer,
    Gr
    8a Fi
    LL
    PI
    10
    Lbs/cu.ft.
    tsf
    Classification
    '01.-"_ j9.L_
    Dk.gray
    CLAY(CL).(V/S~r)
    S-12850'
    S-12851
    I.:2 - 10.0,
    10.0 - 12.5'
    ST /----,.-'
    4,a.Q
    _
    __-
    me.gray CLAY(CL). \;,;",++
    21.7
    107
    2.75
    Gray and yellow
    CLA~{CH), ve~y
    stiff.
    68 16
    88.0
    Gray CLAY(CH).(vfsoY ,
    ,
    38
    16
    _l+f:r::-'
    Dl<: •gray sandy CLAY(CL).1
    vl';,~)
    41 16
    7it,1
    ,
    ':.-.
    Dk.gray CLAY(CJ:,).
    '
    (,;jse)
    c
    37
    W~~~"2:
    106
    2.5__
    ._.-.GrJ!.y~an~~,:~sh-yell~_~Y(CJ,J),
    very s'tiff.
    ...
    ,.,_~_,_~.
    ____
    '--=_n~
    34 13
    3U~·---,·'·c---'-
    "Dk:g~~~:~dY _~~, f~_~~.":l1~
    "
    18 82
    24 76
    18
    82
    l\i-
    85
    23'77
    38T-3 8-12856
    3.7- 8.0
    Jar
    6(',,~
    <:1,"'\(....)
    8-12~21
    Jh9.-::-1.0.,o
    Jar
    ,,,,,,_4:§
    vls.~L I-\v'~1
    43.4
    43,.4
    , Dk.gray CLAY(CL).
    Dk .gra:L9Jdl.X(CL)
    38T...4
    3dT-5
    j
    38T-6
    J
    38T-7
    8-),.2858
    10.0 - 12.5
    ST
    6i'Q,11
    '-1.~(tH)
    ,
    Z't "1':4;«"
    8-12859
    2.3 - 6.0-
    8-12860
    6.0 - 10.0-
    S-12861, 10.0 - 12.5_
    Jar
    Jar
    8T
    6o,,-~
    (1.'1<'''')
    ~9
    vlS"-'il
    """1
    C
    I
    &~'-~
    )
    31 ' ">011
    24.4
    46.3
    52.5
    "37.1
    ,
    102,
    2.5
    82
    0.25-
    S-12862
    '3.5 - 6.0
    Jar
    49.2
    8-12863
    6.0 -' 8.5
    Jar
    (,,.0,1 Cl"1«I-)
    57.3 _,/",,,
    --
    -'
    8-12864
    8.5 - 11._0
    Ja,L..
    ~,.
    ____
    7'1
    vIS~H )_~~:~~,c........55.&.._,,,:,,:,
    ____.:'_"_,____
    ~~~"'~_
    S-12865
    11.0 - 13.0
    'ST
    '6"''''1
    (\"1'<-'-)
    54.1
    69.3
    0.25+
    5'/
    So~~
    ,
    ,
    ,
    Dk.gray CLAY(CL).
    Dk.grayCLAY(CL).
    ~ay
    CLAY(CL).
    Dk.gray CLAY(CL),
    8-12866
    4.0
    -
    .8.0
    Jar
    ____,_'
    '_~~":.1(\~'1L(~)'-lrv/),(+! ~'ii_~(
    __.___-____.___,..::,..,___
    J?!hgr§,Y CLAy(cHI'
    S-12867
    8.0 - 10.0
    Jar
    0 10 90
    45 1247.9
    -
    ,-
    Dk.gray CLAY(--
    S':'12868
    10.0 - 12.5
    Jar
    (,"'q
    C\~~(~
    ..)
    41.8
    Gray CLAY(CL).
    S-12869
    12.5 ,;. 15.0
    Jar
    '-IS VhoH-
    kS,,(1
    41.2
    Gray CLAY(CL). , '
    S-12870
    4.0 - 8.0
    S-12871
    8.0 - 10.0
    o 13 87
    3 14 83
    65
    14
    42
    11
    -
    Dk.gray CLAY(CH).
    Dk .gra;)' CLAY(CL) •
    Dk.gray CLAY(CL).
    soft.
    8-12872 - 10.0 - 12.0
    S-12873
    12.0 - 14.0
    Jar
    Jar
    Jar
    ST
    79.9
    40.5
    40'.5
    26.7
    99
    1.25
    Red and gray CLAY (CH),
    3ST-8
    8-12874
    4.2 - 8.0
    8.0
    - 10.0
    10.0 - 12.5
    Jar
    Jar
    Jar
    42.6
    42.6
    36.6
    ,-
    , Dk.gray CLAY(CL).
    j
    S-12875
    S-12876
    Dk.gray CLAY(CL).
    Dk.gray CLAY(CL).
    Dk.gray CLAY(CH).
    Dk.gray CLAY(CL).
    stiff.
    38T-9 S-12877
    8-12878
    8-12879
    S-12880
    4.5 - 7.0
    7.0 - 10.0
    10.0 - 12.5
    12.5
    - 15.0
    Jar
    Jar
    ST'
    ST-
    1
    32 67
    o
    9 91
    28 13
    56 13
    116.3
    40'.3
    24.6
    28.7
    103
    96
    0.5
    1.5
    Gray sandy CLAY(CL), medium consistency.
    Greenish-gray CLAY(CH), stiff.

    alt
    alt
    alt
    alt
    alt
    N A
    ~
    (-)
    CHf.\!Jl.l'-L JI-I ClcAI<
    ]).\\,I:
    ST Or C,IANNU. DetDG 114<:'
    Sheet_i_of
    ~
    TEST DATA SUMMARY
    FEATURE
    l~--"L~cJJ2~L1~'J
    c~----~~~-------------r====.-~====~'------'
    -m
    OR
    MECHAHICAl. AHAlYSIS
    AnERBERG
    SP£CIFlC