HOL[ 00.
    3ST-IO
    1.
    PROJECT
    I
    DEPARTMENT OF THE ARMY
    NASA Chan - Clear Creek
    SHEET'
    OF
    "r
    J-
    DIYl51011
    SQuthweet§rn
    2. LOCATION (Coora .... re.
    «
    "rOllO")
    IMSYALLAT I011
    Galv Dist, Eng Div
    Tide 2.5 @ 10:25 hrs (MLT)
    DRilliNG LOG
    J.
    ORILLING AGENCY
    U.
    S. Arm.'L Corps of Engineers
    u.
    HOLE NO.
    (A...•n.,... 0" tlr••,n,
    lUI.
    a,." tuo N0.)
    5'
    NAME OF DRILLER
    3ST-IO
    Black
    6.
    DIRECTION Of HOLE
    7'
    TH ICKNESS
    IS' DEPTH
    19'
    TOTAL
    c::J VERT ICAl
    c:J INCLINED
    ~::~:~~L·'
    '"
    Of OVEI1""
    DR I LLED
    DEPTH
    Of
    17
    5
    SURDEN
    INTO ROCK
    HOLE
    10.
    SIZE AND TYPE Of BIT
    3
    11.
    DATUM fOR ELEVATION SHOWN
    112'
    MANUfACTURER'S DESIGNATION Of DRILL
    Shelby Tube -
    "
    (TBM M MIL)
    lJ.
    TOTAL NO. Of OVERBURDEN SAMPLES TAKEN
    U. TOTAL
    r5'
    ELEV.
    16.
    A
    HaL
    .'''U"f'OJar
    UNO' '!jU"<'b"nt
    I
    :gXE~ORE
    GROu.D
    I
    Sl~·'Yun
    621
    C~P$f~
    62
    WATER
    17.
    ELEV. TOP Of HOLE
    lS' TOTAL CORE RECOVERY fa.
    19.
    SIGNATURE Of INSPECTOR
    SORING (S)
    ELEVAT ION
    DEPTH LEGEN
    CLASSifiCATION
    Of
    MATERIALS
    I~E~~~
    ~~~P~;
    (DrlllJ .., UN •••ter I ....
    ria""
    .1
    (Do.er ;pt;OIt)
    ERY
    NO'
    •••".rla, ••tc .•
    If
    .',nIlle...
    '>
    0.0
    3.3-
    '
    :
    .;) 5i'
    Water
    ;::
    :=
    3.3
    4.0-
    Gray mucky silty clay
    (CL)
    f=""
    -
    v/soft
    Jar 1
    f-
    :
    f-
    4.0
    6. S-
    Tan gray silty clay
    (CL)
    f::-
    , -
    medium
    ~
    -
    Cont 1
    .75
    f-
    --'-'-
    .-
    ...'" ..
    ~""
    ..
    ,.,~
    '- .'-' -"','--'''-" ,",., "
    ",-,
    f-
    6.5
    =-
    (CH)
    ~
    9.0-
    <::..
    s'
    Tan gray sticky clay
    -
    ,u
    -
    medium
    Cont 2
    .50
    ~
    9.0
    1.5"=
    Gray tan sandy clay (CH)
    I::-
    -
    :
    w/calcium nodules stiff
    Cont 3
    1.00
    =
    ~
    -/I -.5
    Gray tan sandy clay (CH)
    =-
    11. 5
    4.0:
    -
    :
    trace calcium nodules
    =
    -::
    stiff
    Cont 4
    1.25
    ~
    14.0
    6.5::
    Gray tan sandy clay
    (CH)
    ,
    =-
    -=
    trace calcium nodules
    f-
    -
    stiff
    Cont 5
    1. 50
    ::-
    -
    I-
    16~5
    -
    r-
    7.~
    Gray tan sandy clay
    (CH)
    f::-
    , -
    trace calcium nodules
    ~
    :
    v/stiff
    Cont
    9;
    2.00
    ~
    ....:
    :
    Bottomed in above at 15.0
    f'ILT
    f:--
    :
    Water 3.3
    I-
    ~,
    -:::
    ~
    -:::
    r-
    f::-
    :
    -
    f=
    -
    -
    f-
    ~
    :
    r-
    ....:
    f=
    :
    ~
    ::
    f-
    f='
    -::
    -f
    ~""
    f=""
    -
    f-
    -
    I-
    -
    r-
    -::
    f=
    ~
    -
    ::
    -
    ~
    ::
    f-
    -
    -
    f-
    ~
    :
    ~
    ....:
    ~
    -
    f-
    -
    f=
    r-
    -
    ~
    :
    l-
    f-
    -
    t::....
    ----
    ENG FORM
    1836
    (EM 11JO.1-1801)
    PREVIOUS EDITION MAY BE USED
    1 MAR 61
    TRANSLUCENT
    UNTIL e;XHAUSTED.
    PROJ[CT
    NASA Channel
    IlOl.£
    10. 3ST-IO

    '(YI
    :so
    ""
    ~
    -"
    :
    T o(e
    ~T
    --
    .".~
    ----
    2
    -\
    ISgg'3
    5&"'''
    \ 'S &2o.,Q
    2-\'S&o.e
    aswblG 1110'
    I
    '000
    10
    so
    ..
    30
    "'
    0:
    0
    "'
    s
    ~o
    l-
    IT
    ..
    S
    20
    0:
    III
    >-
    ~
    eo
    "'
    Q
    J:
    I-
    '0
    80
    ao
    100
    d'C)
    1\'
    1,
    ~'1_-,yCl
    \'>'1_..\1..:Cl
    I"'"- \ 'S'1_
    EISA OL DGDW
    COBBfE2
    0
    ~.o
    ......
    e~VDV.lIOV1 cn~J\E2
    091s
    C,"I~
    (,C:'c\)
    \,v
    , \<'1
    M'
    N
    BOl!Uli 1110'
    3'2.L- c\
    -;;
    321.-\()
    C,\)" ,-C'rI
    J
    <:'
    <\
    I\"
    <\~
    HOIG V7", Q2.L-\O
    Vl69
    IlvrAE21011 01
    0:;'<1 I-- ,C;-;)
    "IS:
    \"3
    "5
    ..
    L00l10VII0l1 WVlElllvr
    2
    0
    ''':,\
    Co,,,, I-- '-S')
    'S
    S,
    13
    \'1_
    Il" I
    Go
    V;w ;< 2
    .L .•
    c'.
    CI922!1!C9I!OU '
    111
    9
    IMC
    rr
    br
    bl
    bLO!GCI
    \[\'I\~~
    C\G.0'-. ,"''I''''
    ,C\'()I\\,)Q,\
    I
    COO'"
    CISVAEf
    ~"'
    COO'"
    WGQ!nw
    2VMO
    I
    I:!U6
    21[1 011
    em
    .-
    Cl5VIV1
    21~E
    11-1
    v,urn~E.lEl52
    '00
    10
    ,
    m
    0"
    0'01
    0'001
    Ii
    I
    I
    I
    :
    I:
    I
    I
    I!
    I
    I
    I
    I
    I
    Ii
    I
    II
    I
    I
    I
    I
    I
    I
    I
    I
    "
    I
    I
    I
    I
    I
    II
    ,
    I
    I
    I
    I
    I
    I
    I
    I
    I
    L
    I
    Ii
    I
    I
    1
    I
    II
    I
    I
    ' I
    I
    "i
    I!
    I
    J
    II
    I
    I
    I
    I
    I
    I
    I
    I
    I
    I
    I:
    I
    I -
    <;8,
    [>.~-S
    I
    ,
    II
    I
    I
    I
    I
    I
    . Hi,
    I
    .
    I
    I
    I •
    I
    I
    /
    I
    f-
    2
    .-\
    '2,&,
    <\
    Ii
    I
    I
    -
    I
    ~/
    ,
    1</--
    2-IS
    8.8'<:)
    II
    I
    I-',~
    t<
    .:i
    - 1
    \'"",,-;1
    3 1111"
    -t
    1101'
    1110' "
    1I10"1O
    1..10' ..0
    1010' 'SOO
    n" 2' 2.lVIIIDVl:SD 81EAE 21:S:E
    la
    1ft
    .
    sa
    'J
    iI
    ~
    ....
    ~
    i
    ,'0
    ,.~~i.
    i~~\
    \"'.

    .-.
    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

    4:;j
    I
    ,I
    ,I
    ,,I
    I
    ,I