HOL[ MO
    .- _.
    3ST-2
    1. PROJECT
    DEPARTMENT OF THE ARMY
    Clear "reek
    .'P~'
    bS~EET
    OF
    NASA Channel
    DIYlSlOII
    Southweste:;r;::Il
    2. LOCATION
    (coordi,..t ••
    «
    St.t'Oft)
    IISTAUATION
    Galv Dist, Eng
    ~i~
    Tide /2.5
    @12:05
    Sta.
    3010n
    DRILLING lOG
    ). DRILLING AGENCY
    U. S. Armv Corps of Engineers
    Ai.
    HOLE NO.
    (A.~
    iTt.."
    onfTr • ..-rn, r Jt
    I.
    ~
    110.)
    5'
    ..ME
    OF DRILLER
    3ST-2
    Black
    6.
    DIRECTION OF HOLE
    7' THICKNESS
    18'
    DEPTH
    9.
    TOTAL
    ;rrGlf£ITIflTIr
    OF OVER-
    DRILLED
    DEPTH or
    c::J VERT ICAl
    CJ INCLINED
    VERTICAl
    BURDEN
    INTO ROCK
    HOLE
    17.5
    10. S lIE AND TYPE OF BIT
    11. DATUM FOR ELEVATION SHOWN
    112' MANUFACTURER'S DESIGNATION OF DRILL
    Shelby Tube - 3"
    (TBII
    or
    MSL)
    I). TOTAL NO. OF OVERBURDEN SAMPLES TAKEN
    .... TOTAL
    \15'
    ELEV •
    16'
    A
    HOL
    D
    S UR8ED 3 Jars
    UNO IH"RBn
    3 Cont 1
    :~;<~ORE
    GRO~:O
    [(STARTEO
    COMPlETED
    I qh?
    WATE
    6 June
    6 June 1
    17' £LEV. TOP OF HOLE
    18'
    TOTAL CORE RECOVERY FOR
    19.
    SIGNATURE OF INSPECTOR
    BORING (S)
    £LEV AT ION
    DEPTH
    LEGEN!
    CLASSIFICATION OF MATERIALS
    rrE~~~
    I
    ;~~P~:
    (Drillin,
    tj"..:(;~~~;)
    I.... t/.pU..1
    (D••er ipt.
    iOft)
    ERY
    NO'
    .... t_rl..G••te ..
    If
    .i,nl'.ie•.
    tt)
    0.0
    3.2 -
    - 0/1
    Water
    -
    r--
    ~
    3.2
    5.0....::
    _l.';
    Gray mucky silt,
    v/soft
    r--
    =
    3'I'ST penetit<Ited to 5.0 wi
    ~
    .
    kelly
    ,
    Jar
    1
    I-
    =
    ,
    I-
    7.5-=
    ..
    £,f.~
    ~
    5.0
    Gray silty mucky clay v/soft
    1=
    =
    3" ST penetrated to 7.5 wIweigh -
    I-
    .:..:
    of kelly
    Jar
    2
    r--
    ,=
    r::-
    - 7.5
    .... ,
    ..
    (~
    3" 8T penetrated to 10.0 wIweig
    r--
    10.0_
    t
    r--
    .:..:
    of kelly and 5' rod
    Jar
    3
    ~
    -
    r:
    '10.0
    12.5:
    _Id'"
    Same as above, to gray tan
    ~
    .:..:
    clay v/stiff, ch @ 10.5
    Cont. 1
    4.00
    I--
    12.5
    5.0
    -
    .... !'J, •.'.}
    '"
    Gray brown sandy clay trace
    1=
    r--
    .
    -
    of'cal nod v/stiff
    Cont.
    2
    3.00
    f-.
    .
    .-
    ~
    - -
    ""t.~;,~
    I-
    15 •
    .0
    17.5_
    Gray brown'sandy clay within
    f-
    "
    streaks of fine cal nod
    r-
    -.:
    v/stiff
    ,
    Cont.
    3
    3.00
    ~
    ,
    -
    r--.
    ,
    -.:
    -
    Wa~er
    Bottomed
    3.2
    in above
    C
    f-
    ~
    ...::
    I-
    ~
    -
    I-
    :
    I .
    I-
    ,
    1=
    .,'
    -:
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    ,
    l=-
    i
    -
    I-
    ...:
    t-
    .
    .
    -
    ..
    -
    ~
    .
    -
    I-
    I=-
    -
    .
    :
    I-
    -
    f-
    -'
    ~
    "
    1=
    -
    -:
    /1.
    .
    . "
    ~
    :
    -
    "S-,~;~
    /"1'>
    I::
    ,
    -=
    =-
    .
    -
    '...:
    ::
    '
    .
    =-
    ,
    c-
    o
    -
    .
    =
    ....::
    ;f
    .
    =-
    -
    "
    ~
    " ':
    r:
    -
    ...::.
    -
    1=
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    -.:
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    1=
    :
    -
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    ~
    ENG FDRM
    1836
    (EM
    1110-1-1801)
    PREVIOUS EDITION MAY BE USED
    1 MAR 61
    TRANSLUCENT
    UNTIL. ,EXHAUSTED.
    PIIOJ[CT
    ..----- --------- -
    MOl[ ID.
    ~

    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
    NATURAL
    NATURAL
    I
    ~CO;,.:;;PA;::.C1I;"":,,:D.I;;TA~
    __-'-__'--r-r__
    r-:---......;:SH~£AR~D.I:.::TA:=;-_--r_'-
    __
    r-:-r-::;-+.:..:P[::::"::;OOII=l::.:.lTY,+~C<JISOll!I\;:=::=r-l1OII:::::.:D.I::;TA'---l
    00RtNG
    SAIllPU
    lABO~TORY
    l MTS
    WAfER
    r.::
    NO.
    NO.
    mv
    OF
    Ci.ASSIFlCATIOH
    GRAVEL
    SANO
    FINES
    I I
    GRAV!n'
    CDlmNT
    DRY ()£NSITY
    OPTIMUM
    MAXIMUM
    INITIAL
    DRY DEN$ITY
    W,
    Wf'1
    s,
    TYPE
    SPECIMEN SIZE
    O""m
    (J"j
    C
    ¢
    k
    Po
    Pc
    C
    t-_~
    SAMPU
    %:1::
    Dt~
    II
    .J:f!l-J
    G
    '%
    lBS-CU FT
    W"'ifR
    D~~ogSW
    e
    lBS'CU n
    f
    %
    i
    %
    TEST
    .IHCHtS
    TEST
    ,'SQ FTT,'SQ.f1rr.tSQ Fl DEGREES
    e
    FT/MIN
    ,'SiinT!SQFT
    C
    .......
    *
    Values at Pressure
    T/SQ
    fT
    - Trlaxlal- COmpresslqn
    UC -: UncOnfined
    Compr~ssion
    os - Direct Shear
    UU - Unconsolidated Undrained
    "
    - Consolidated Dramed
    CU - Consolidated Undrained
    "."'-.
    ,

    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.

    100
    90
    80
    70
    I-
    1:
    "
    ;;;
    ~
    60
    >-
    m
    0:
    OJ
    .0
    z
    iC
    I-
    Z
    40
    OJ
    U
    0:
    OJ
    "-
    30
    20
    10
    0
    U. S. STANDARD SIEVE SIZE
    3 IN.
    2.
    IN.
    NO.4
    NO. 10
    ->-+-+-f-- ---
    i
    4 I'll!"
    ITTI+. .-jf---111
    ~+T
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    I '
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    I III
    mlsf
    It~1 q~1
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    fl'ff/l~l
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    II Iii I I I I I
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    + I:
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