HOLE NO
    -- _.
    3 ST-7
    1. PROJECT
    DEPARTMENT OF THE ARMY
    NASA Chan - Clear Creek
    SHEET
    OF
    DIYISIOII
    Southwestern
    2. LOCAT ION
    (c ••rilT.., ••
    orST......)
    INSTALLATION
    Galv Dist, Eng Div
    Sta 5+00 Tide 2.4 @ 09:30 hrs
    (MLT)
    DR ILL! NG
    lOG
    ). ORILLING AGENCY
    U.
    S,
    Army Corps of Engineers
    Ii. HOLE NO. (.....
    ft_1t on
    d,••
    'n' IHIe entl
    ,,,.
    N0.)
    S.
    NAME
    OF DR ILLER
    3ST-7
    Black
    6.
    DIRECTION OF HOLE
    7' TH ICKNESS
    18' DEPTH
    9. TOTAL
    c:::J
    VERT ICAl
    c:J INCLINED
    Ot~~t~
    •• ,.
    OF OVER-
    DR I LLED
    DEPTH
    OF17
    5
    VERTICAL
    8URDEN
    INTO ROCK
    HOLE
    10.
    SIZE AND TYPE OFBI{,
    11. DATUM FOR ELEVATION SHOWN
    112' MANUFACTURER'S DESIGNATION OF DRILL
    Shelby Tube _
    "
    (TB" M -MIL)
    1). TOTAL NO. OF OVERBURDEN SAMPLES TAKEN
    110. TOTAL
    rs.
    ELEV.
    116.
    CATE HOL
    D~
    •.5'i
    U'D'jU~ont
    '
    I
    :gX[~ORE
    GROU"O
    leTA~uh
    62
    8D·yuH~
    62
    ars
    WATER
    17. ELEV. TOP OF HOLE
    18' TOTAL CORE RECOVERY FO.
    19. SIGNATURE OF INSPECTOR
    80RING (S)
    ELEVATION
    DEPTH
    LEGENI
    CLASSIFICATION OF MATERIALS
    IM~~
    I;~~p~'
    (D,IUln,
    rl"..."~at.,.
    IN ••
    "._,,, .,
    (D••
    er jpt;on)
    , ERY
    NO'
    •••t"rll., •
    • te.,
    II .I,ltillee"t
    I
    0.0
    4.0:
    I.
    c.
    Water
    .,...
    ~
    -
    r-
    4.0
    8.
    a::
    Gray mucky Silty clay
    r-
    .
    v/soft 3" ST penetrated
    1=
    .,...
    -
    w/weight of Kelly (stoppec
    I
    :
    w/brake)
    Jar 1
    r=
    8.0
    Gray sticky clay (CL)
    I-
    O. C2..:
    f=-
    -'
    v/soft 3" ST penetrated
    =
    w/weight of 5' rod &
    :
    kelly
    Jar 2
    =
    -::
    ~
    9'~"
    -
    10.0
    2.,0:
    Gray stiCky silty clay
    =
    ,.
    -
    I'
    ~;;'f,)~j
    (CL) v/soft
    12.0
    4.0:
    -
    -I/.("
    Gray brown soft clay (CH)
    Jar 3
    =-
    -
    stiff
    Cant 1
    1.00
    r-
    -::
    f::'""'"
    14.0
    6.0-
    Gray brown soft clay (CH)
    l-
    I--
    -
    stiff
    Cant 2
    1.50
    r-
    --::
    r=-
    16.0
    7.5:
    Gray brown soft clay (CH)
    r-
    I--
    -=
    v/stiff
    Cont 3
    2.00
    ~
    :
    I-
    :
    Bottomed in above at 15.1
    i'ILT
    ~
    Water 4.0
    r-
    -::
    r=-
    ::
    -
    r-
    ~
    -::
    t-
    :
    I-
    ~yl)
    I-
    .
    -
    :
    I-
    ~
    -
    l=-
    .
    ~
    -:
    -
    ~
    -::
    -=
    ::
    -
    '=
    =-
    -
    :-
    .::
    -
    -
    -
    =
    -
    I-
    ~
    , .
    -
    -
    -
    I=""
    ~
    :
    r=
    -:
    'I-
    ~
    -
    r-
    -=
    1=
    I="""
    :
    t;;..
    ~
    ENG FORM 1836
    (EM
    1110.1.1801)
    PREVIOUS EDITION MAY BE USED
    1 MAR 61
    TRANSLU,CENT
    UNTIL EXHAUSTED,
    'ROJECT
    NASA Channel
    HOlE
    lo.3ST-7

    I
    -i:~:t
    -i:~~~;
    ~.:.;~;
    ~:;~;
    REQUEST
    ~FOR
    AND RESULTS OF TESTS
    ~
    I
    PAG;
    ~O.
    NO. OF PAGES
    1
    A.
    SWNGL
    REQUEST FOR TEST
    GG-IG-62 <'1,,+.,,<'1 12 .June lG'i8
    1.
    TO:
    2.
    FROM:
    Southwestern Division Laboratory
    Chief,
    US Army Engineer Division, Southwestern
    F
    &
    MBranch
    Corps of Engineers
    GalVeston District
    4815 Cass Street
    Dallas 35, Texas
    3. ' PRIME CONTRACTOR AND ADDRESS
    4.
    MANUFACTURTKlG -PLANT NAME AND ADDRESS
    CONTRACT
    NUMBER
    P. O. NUMBER
    5.
    END
    ITEM AND/OR PROJECT
    6.
    SAMPLE
    .7•. LOT'NO.
    8.
    REASON FOR SUBMITTAL
    9:
    DATE
    NUMBER
    SUBMITTED
    Spacecraft Center
    NASA Clear Lake Channel
    10. MATERIAL TO BE
    lOa. QUANTITY
    11.- QUANTITY
    12. SPEC. & AMEND AND/OR'DRAWING NO. & REV.
    TESTED
    SUBMITTED
    REPRESENTED
    FOR SAMPLE & DATE
    13 carton
    &
    27
    Foundation
    .iar saronles
    13.
    PURCHASED FROM OR SOURCE
    14.
    SHIPMENT METHOD
    15. 'DATE SAMPLED AND SUBMITTED BY
    Holes
    ~ST-l
    thru
    ~ST-ll
    Gov't vehicle
    16. REMARKS AND/OR SPECIAL INSTRUCTIONS AND/OR WAIVERS
    .
    17.
    RECEIPT
    THE ABOVE MATERIAL HAS BEEN RECEIVED
    DATE
    .
    TYPED NAME AND TITLE
    .
    SIGNATURE
    1, .TlmA 6>'
    A
    H.
    ",nff;noo~
    3.
    RESULTS OF TEST (Continue on
    plain white paper
    if
    more
    space
    i~
    nquiud)
    1.
    RESULTS
    2.
    DATE REC'D
    3.
    DATE
    ~.
    LAB REPORT
    o
    ACCEPTABLE
    o
    FAILURE INDICATED
    REPORTED
    n&~BER
    o
    OTHER
    (Specify)
    1, June 62
    G
    July 62
    919-1
    5.
    TEST PERFORMED,
    RESULTS OF TEST
    SAMPLE RESULT
    REQUIREMENTS
    Dissolved
    Hole No.
    Depth
    Solids
    Chlorides
    ,
    )
    AS Cl
    AS NaCl
    3ST-3
    3.7 - 10.0
    0.58
    0.19
    0.31\
    3ST-7
    4.0 - 10.0
    0.51
    0.18
    0.30
    .
    Above values represent water soluble material as percent of weight of
    dry
    soil.
    /.;m~
    Copy furmshed:
    ~":i,c1
    Engineer, Galveston District
    'TS"
    PRESCRIo-_~
    6
    [;9
    'Il!=;TS WERE MADE ON _
    3
    -
    5 July 19 2
    AND THE RESULTS THEREOF WERE 'AS SET FORTH ABOVE.
    ,
    --,..
    c
    ___" -
    DATE
    . 'u1 1. . I
    K··"·~E
    AND TITLE
    dt:I!~
    SIGNATURE
    Y
    96",
    '~N
    y,!~
    /1nf£1:
    neer
    ";);4cG.llar~e
    .b.western .D<.v:).s ion Laboratory
    FORM
    72
    '
    /IJULU
    2~
    .
    --.
    REPLACES
    c-'\.
    FORMS 696, 1651 AND
    10-208"WHICH ARE OBSOLETE.
    ~

    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.

    .-.
    NA
    SA
    CHAIJt-JE-l.
    l~
    CL,~R
    LA"'''
    It4v!:sT
    OF
    CHl'lf.I\"\roL
    DIUPC:-IIHT
    lJEl'T)) OR
    -
    SAlIPU
    my Of
    NO.
    1«1.
    SAMPU
    IJJIOIlATORY
    ClASSIFICATION
    GRAVEL
    SAND
    FINES
    I
    I
    I
    -
    An[RBERG
    SPEClflC
    UMITS
    GRAVITY
    o
    ''lo\-
    II
    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
    -.-
    --I-
    e
    -.-
    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=__
    _ .__
    ~-=~
    ..-.-
    --- ---- ---+---+---1----1-------1
    ~.I
    _
    --1---.
    ~..
    ___+_.__
    .-f-- ....-- - -----L___ 1-=-
    ~_-=~. ~_
    ..
    ~-= :~
    f.---
    =~:-=_~_~_
    ,-
    _I--_=~
    _-=_-..
    -_-_t-_-_-_-t~--+==.~=~-+;=~-_t_----+-====----__j
    -=----~---= ~~~-----------
    ..
    ...j.:.~=.----=-~.~-+------I-...
    ...111
    i
    I,~·
    .-::..1 =:
    .~,~~~
    .:.-; -
    ~_.- =-~
    ..
    ' --t
    ------
    ---_.
    -- ---_._
    .
    ..+
    -
    ......
    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

    ,~
    ..
    CLEAR CREEK CHANNEL
    -
    NASA
    ~
    VANE SHEAR TESTS
    Boring No.
    Depth/ft
    £!o.--'
    0/
    Vane Size
    "T" Value
    3ST-7
    3ST-3
    *0..0-1.0 - t."
    4
    2..$'
    2.0"'3;0
    " :IS
    - '/.5
    4.0-5.0
    - s-,s
    ~,
    I..C
    6.0-7.0
    - 0j.S' ., t".$
    8.0-9.0
    9.0-10.0
    *0.0 - Bottom of Lake
    Water Depth -
    3.5'
    Tide - /2' MLT
    -
    ~
    •.<t"
    _
    IO.S'~
    *0.0-1.0 -
    D.q
    2.0-3.0
    - 2'''\
    4.0-5.0
    6.0-7.0
    8.0-9.0
    *0.0 - Bottom of Lake
    Water
    depth - 3.0'
    Tide - /2.1' MLT
    - cf.q
    - •.'1
    - 3,,\
    - It)'.$"
    - Ii.$'
    /.1
    - z
    ."1
    ~
    :$'.'1
    • 7.
    'f
    Q
    q
    lit
    2"
    2"
    2"
    2"
    2"
    2"
    2"
    2"
    2"
    2"
    2"
    "T" Value - Torque Reading
    "s"
    Value - Shearing Resistance 1bs/sq ft
    \.
    ) ..
    -.
    15
    25
    50
    65
    350
    350
    10
    40
    60
    600/
    600/
    " -I.S
    .",.~--,.
    11 June 1962
    I
    1s"
    Value
    78
    .129
    259
    .:;$36
    t810
    1810
    . 52
    207
    310
    3102
    . 3102
    ';.,-.
    }{a
    I
    . <)3')
    .oi."
    • 130o
    .
    \
    ~ ~
    • "los'
    .
    ~
    oS'"
    .O':l~
    . \
    ~
    .1.
    .IS~
    l·s~1
    I.
    >S'l
    .~~
    ~'
    ~~
    ~
    ~~~
    ;~~
    ~
    i~V

    0.:;"
    ~
    ;:;1l
    'dI!il
    o
    {\>
    I
    U. S. STANDARD SIEVE SIZE
    3 IN.
    ~IN.
    NO.4
    .
    NO. 10
    NO. 40
    NO. 200
    100
    ---~-,
    Ii
    I
    l'~
    Ii
    I'
    ~
    I
    1!;-G.7
    .- -
    -
    l-
    -
    ..
    --
    -
    ..
    _.
    j
    .1
    -
    'S Ie.
    1\
    I
    I
    1\
    ;
    90
    -.....
    _k
    12-
    1170
    I
    II
    i
    -11---
    i i
    .
    I
    tk~
    ~-l
    ~
    :
    '
    ,--r--
    1----- ...
    4-
    ...1
    -t--
    ~~----
    Ii
    'I
    iii'
    I
    eo
    I
    I
    I
    t
    I
    1
    I
    I
    I----
    I
    i i
    -t-
    I
    -
    I
    "
    I
    I
    ....
    70
    I
    1+
    +1
    Ii
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