alt
    "",-,
    r~.t}:~f
    s.::
    .",
    .
    HOLE 10
    3ST-l
    ,
    I. PROJECT
    -Clear Creek, \r.l'Hls
    DEPARTMEMT OF THE ARMY
    NASA Channel
    OF
    OIVISIOil
    Southwestern
    2-
    LOCATION
    (coordJ,..t·i~:~~~r!-'!,)'"~'~"--'~·
    ti\LT~'-
    INSTALLATION
    Galy Dis
    t
    Epo Diy
    Sta.
    35/00
    Tide
    2.3
    1020 hrs
    DRILLING
    lOG
    3' ORILLING AGENCY
    U.
    S. Army Corps of Engineer
    u.
    HOLE NO.
    (A.'.•
    n_"
    0" cU.wJn, rHI••"'" IJ,. 110.)
    ~.
    NAME OF DRILLER
    3ST-l
    Black
    6.
    DIRECTION OF HOLE
    7' TH ICKNESS
    18' DEPTH
    19' TOTAL
    c::::l V,ERT ICAl
    c::J
    IHClIHED
    I
    ~~~~~~~l·m
    OF OVER""
    OR I LLED
    DEPTH OF
    17 5
    8uRDEN
    INTO ROCK
    HOLE
    10. SIZE AND TYPE OF BIT
    11. DATUM FOR ELEVATION SHOWN
    \12' MANUFACTURER'S DESIGNATION OF DRILL
    Shelby Tube - 3"
    (18M
    or
    MSL)
    13' TOUL NO. OF OVERBURDEN SAMPLES TAKEN
    I lij. TOTAL
    \1~'
    ELEV.
    16 •
    OA
    HOL
    DIS URBED
    2 Jars
    UN • ." •••,.
    3 Cont
    I
    :gx,~ORE
    GROUND
    I
    '6A1!n~e
    I
    CO~PlJ~~~
    1962
    WArER
    17. ELEV. TOP OF HOLE
    18. TOTAL CORE RECOVERY FO.
    19. SIGNATURE OF INSPECTOR
    1',#1)
    BORING (S)
    ELEVAT ION
    DEPTH
    -
    CLASSIFICATION OF MATERIALS
    :E~~~
    1~~p~1
    (DrJlIJ~'
    ri"... water , .... ".,.U
    .1
    (...cr jpr jon)
    ERY
    NO'
    ••• rherln, •• tc .•
    If
    .1,nUle••')
    0.0
    :
    _/.2-
    Water
    t::
    3.5 _
    --=
    ~
    3.5
    .' 7.5 -
    -S.2
    Gray mucky silt v/soft
    ,
    rt::-
    -
    3" ST penetrated to 7.5 wi
    I-L-
    =
    I-L-
    -::
    weight of kelly
    ..
    Jar 1
    ~
    -
    It:
    '7.5
    .10.0: - 7.7
    Gray. silt w/tr of' clay
    I-L-
    -=
    soft
    -
    Jar 2
    H-
    "=
    It:-
    10.0
    12.5_
    -I"',.
    Gray 'sandy clay v/sHff-i
    Con.t.
    1
    3.00
    H=
    15.0:
    -
    -12j
    ~
    --_.-
    12.5
    Gray sandy.clay, v/stiff
    .
    Cont.. 2
    2.50
    :,'
    I-L-
    :
    ..
    '
    \
    It.
    15.0
    17 ..2:
    • 1.5.
    Gray'sandy clay to gray tan
    ~
    "-
    sandy clay, tr Calc nod
    H-
    -
    v/stiff
    Cont.
    3
    2.00
    ).
    It
    =
    -
    I'-
    -::
    Bottomed' in above at 17.5
    It-
    -
    lIlater 3.5,
    H-
    -
    I'--
    ~
    -
    It-
    -
    If'-
    tt:
    -=
    ,
    It:-
    . -
    Ii-
    I'--
    =
    It
    -:
    It-
    -
    It
    .....
    :
    J
    It-
    .-
    :
    -
    Ii-
    ~
    -
    ,
    I'-
    -:
    It-
    :
    I'--
    -,
    -
    I'-
    ~
    :,
    \
    ,h
    ~
    '
    -:
    -
    I'--
    It
    ,
    -
    It
    - .
    I'--
    .
    -
    Ii-
    . -:'
    It=-
    -
    ~
    -
    It:"
    ,
    -:.
    I'-
    /
    f).''':;
    rV
    .~
    -'
    -
    ~
    \'
    I'--
    I'--
    -.
    !t:-
    -
    1+:.
    Ii-
    -:
    !t:-
    Ii-
    :
    I+=-
    -=
    It:-
    =
    Ii-
    :
    \
    l!=
    -::
    It-
    :
    It:
    -
    ~
    ENG FORM.
    1836
    (EM
    lJ10~1~1801)
    PREVIOUS EDITION MAY BE USED
    1 MAR 61
    TRANSLUCENT
    UNTIL .EXHAUSTED.
    'ROJEc:r
    NASA CHANNEL
    HOLE 10.
    3ST-1

    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