"OLE NO
    .
    3ST-ll
    1. PROJECT
    LSHEET
    DEPARTMENT
    DF
    THE
    ARMY
    Of
    Southwestern
    NASA Channel Clear Creek
    DIVISIOII
    2. LOCATION (Coora .... ' .. or
    :t ... , .... )
    IISTALLATIO.
    Galv
    Dist~ ~n~ Dj~
    Tide 2.5
    @
    13: 15 hrs
    DRILLING
    LOG
    3' ORILLING AGENCY
    "
    U,
    ~
    Ar,
    r.orns of Eng;'nppr
    U. HOLE NO. (AG,.n..,.. on or•••n, cu •• __ r".
    II",)
    5.
    NAME
    Of DRILLER
    3ST-ll
    Rl"~k
    6.
    DIRECTION OF HOLE
    /'
    7' TH leKNESS
    18' DEPTH
    19' TOTAL
    c:J VERT ICAl
    c::J INCLINED
    ~~:~;~:lWIT'
    OF OVER""
    OR I LLEO
    DE PTH or
    BuRDEN
    I NTO ROCK
    HOLE
    17.5
    10. S lIE AND TYPE OF BIT
    11. DATUM FOR ELEVATION SHOWN
    112'
    MANUFACTURER'S OESIGNAT ION Of DRILL
    She lbv '1',.be - 1"
    (TBM
    rw
    MSL)
    13' TOTAL NO. OF OVER8UROEN SAMPLES TAKEN
    U. TOTAL
    \15' ELEV.
    16 •
    A
    HOL
    o
    S UR8EO
    2 .Tars
    u••" ••••,"
    2 r.ont
    I
    :gXE~ORE
    GROUND
    I
    Sl
    ~'l£O
    I COMPLETED
    WATER
    .T"np
    7 .T"np 1
    q,,?
    17. £LEV. TOP OF HOLE
    18' TOTAL CORE RECOVERY FOR
    19. SIGNATURE OF INSPECTOR
    80RING (ll)
    £LEV AT 10
    DEPTH
    LEGEN
    CLASSIFICATION OF MATERIALS
    :E~~.':
    I
    ~~~~~E
    (DrJ111 ..,
    Ii"..,
    ••
    te,
    I .... tI.,.tll
    .,
    (D••
    er
    ipl iOll)
    ERY
    NO,
    •••'herln" ••te .•
    If
    .""Hle...')
    0.0
    4.0 -
    /.
    ~~.
    Water
    -
    ,=
    I
    Jr,
    -
    4.0
    r
    f '
    Gray mucky silty clay v/soft
    -
    1O.\L
    =-
    =
    3" ST penetrated, to 10' w/weig t
    -
    =
    of
    ke~ly
    and 5' rod
    Jar 1
    =
    10.0
    13.0:
    /0\,\,
    Gray sticky silt clay
    I-
    ~
    -
    /
    3" ST penetrated under
    ~
    -=
    weight of 5' rod and kelly
    Jar 2
    -
    .-
    -_
    .•...
    ~
    13.0
    15.0:
    /2.-.£
    Gray brown sandy clay
    ~
    -=
    w/small heavy cal nodules
    ~
    _.
    -
    v/stiff
    Cont. 1
    2.00
    =
    15.0
    17.5.:
    Gray brown clay v/stiff
    =
    :
    G~
    ,<t.
    2
    Cont.
    2
    2.50
    =-
    -
    =
    --:
    Bottomed in above at 17.5
    =-
    :
    -
    Water 4.0
    =-
    --:
    ::-
    =-
    :
    ::::
    -=
    -
    :
    =-
    c-
    -
    f::
    --:
    I--
    r-
    -
    I-
    l-
    -=
    :
    -
    =-
    ::::
    -
    -
    =-
    --:
    -
    =
    --:
    q,il)
    ::::
    =-
    -=
    :
    -
    =-
    --:
    -=
    :
    II
    ~
    =-
    -
    -
    :
    ~
    C:::.
    ~
    i'~G
    FORM 1836
    (EM
    1110-1~lBOl)
    PREVIOUS EDITION MAY BE USED
    \
    '4,.AR 61
    TRANSLUCENT
    UNTIL .EXHAUSTED.
    PROJECT
    NASA CHANNEL
    HCU 10.
    3ST-ll

    .-.
    NA
    SA
    CHAIJt-JE-l.
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    It4v!:sT
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    my Of
    NO.
    1«1.
    SAMPU
    IJJIOIlATORY
    ClASSIFICATION
    GRAVEL
    SAND
    FINES
    I
    I
    I
    -
    An[RBERG
    SPEClflC
    UMITS
    GRAVITY
    o
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    lv'll .
    G
    TEST DATA SUMMARY
    FEATURE _let) oi S;d iJol-II\.';I
    NATURIil.
    WATER
    CONnNT
    ,
    .
    ItATURAl
    COMPACTION
    OATA
    DRY DENSITY
    OPTIMUM I
    MAXIMUM
    lBS 'CU Fl
    WATER
    ~
    DRY DENSITY
    ,
    I
    I lSS'CU Fl
    ..... 1-- .
    -t.
    i
    -.-
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    -.-
    2;>,.).
    LCr;,.41
    f?tI5Tr
    2.S.SI
    J
    4.Q --- -
    f.;'Y;.6
    ._._---
    SHEAR
    OATA.
    S,
    TYPE
    SPECIMEN
    SIZE
    %
    TEST
    INCHES
    INITIAL
    DRY O£HSIT'(
    'I
    W,
    i
    W
    F
    e
    lBSiCU FT
    ,
    I
    :
    I
    . --_..
    ~
    .. +---+--+--+---
    PERMEABIlITY
    COftSOlJOATION DATA
    e
    d-
    m
    crt
    C
    ¢
    m,
    iSQ
    fTT'SQ"
    iSQ"
    [)[GIlfiS
    .-.... -. ---- -.-- f---.-f-------+-- --
    ----~
    .-f---- --I---+--c--- ....-- ..--.--------1
    f----r--+---r~~-. --+--+------~
    ._._.-
    - ---.. f--+---f--+--'-f--l-+------l
    ---- --
    -+~-+--
    -, -
    -__j--r-------1
    -
    -_
    ..
    _-
    .--
    ....
    - ..
    --1-+---1----_._----
    IS,U
    -.---.-.--- ,-f.--- --- --+---+---\-+--4-
    -+--+----1---+--t--+----I-----.J~-----1
    f----r40"'-I:"'~-__+_n-
    .5-::::-+-ll-
    0
    '-
    .3.!L
    L...(5.Qj.oo~,;"'_'.'f_r'0~T"'.,.,+_f--~= 2!-:~ -L;;'ii2-~=-{yO"f~
    q:
    ';J;;;tJ.~ ruT~
    Strjt=__
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    ~-=~
    ..-.-
    --- ---- ---+---+---1----1-------1
    ~.I
    _
    --1---.
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    ___+_.__
    .-f-- ....-- - -----L___ 1-=-
    ~_-=~. ~_
    ..
    ~-= :~
    f.---
    =~:-=_~_~_
    ,-
    _I--_=~
    _-=_-..
    -_-_t-_-_-_-t~--+==.~=~-+;=~-_t_----+-====----__j
    -=----~---= ~~~-----------
    ..
    ...j.:.~=.----=-~.~-+------I-...
    ...111
    i
    I,~·
    .-::..1 =:
    .~,~~~
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    ~_.- =-~
    ..
    ' --t
    ------
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    .
    ..+
    -
    ......
    i
    ........ll..
    It iii !f: _ ' . j'--
    j - .-- ...... ..-._-..•....... -. _
    •..-_'- -- ..-.----
    •....
    ~
    ----f----
    ...
    - -
    -. --- -, ---. -- -.-..--
    I--+--
    ~-
    --
    .- -
    -- ..
    i
    +-
    t i-
    -i .........._- ___
    --j_t----~----j
    *
    Values at Pressure
    TI
    SQ FT
    -
    Triaxial Compression
    UC
    - Unconfined Compression
    os -
    Direct Shear
    UU- Unconsolidated Undrained
    - Consolidated Drained
    CU - Consolidated Undrained

    4:;j
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    ,I
    ,I
    ,,I
    I
    ,I
    I
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    51'1DGL Report No. 7919
    TABLE NO.1 (Contrd)
    Results of Tests of Foundation Materials
    Natural Conditions
    SWD
    Type
    Mechanical J!"Water
    Dry
    Hole
    Sal1!Ple
    Depth,
    of
    Analysis
    Limits Content
    Density
    Pocket
    Penetrometer,
    tsf
    ~,
    -":
    "',',..
    NASA Clear Lake Channel
    Classification
    +
    No.
    Feet
    Sal1!P1e
    Gr Sa Fi
    LL
    IT
    ~
    Lbs/cu.fL
    3iIT-l0 S-12881
    3.3 -
    4.0
    Jar.
    6"'''v'bCh1lc,...) C;'\ vlS,1t ,18.wft'i
    s
    f
    Dk.gray CLAYtCL).
    ,
    8-12882
    4.0 -
    6.5
    8T
    (j,,~'1 ()~~('-~
    38.3
    ,C1
    95
    0.5
    Dk"gra
    y
    CLA,
    Y CH), medium consistency.
    5-12883
    6.5 -
    9.Q...__..
    ~,,
    __
    Q:~e
    71)
    ~
    64 16
    3~.~
    ')
    f
    82
    0.75
    Dk.gray CLAY(CH), medium conSistency.
    5-12884
    9.0 - 11.5
    5T
    ct,,,k5
    t~5l<..t\)
    60 14
    1Y. 1/1
    105
    1.25
    Brown~sh-yello\f
    and gray CLAY(CH), stiff.
    • 8-12885
    11.5 - 14.0
    5T
    2"
    ~!'ri,'
    30.3'