alt
    LOG OF BORING
    9
    PROJECT:
    Bolivar
    Peninsula Shoreline Protection
    Rollover Pass, Texas
    PROJECT NO.
    16-990144
    BORING NO.
    B-22
    CLIENT:
    Shiner, Moseley
    &
    Associates, Inc.
    DATE
    9/2/99
    Corpus Christi, Texas
    ELEV.
    SHEET
    1
    of
    1
    FIELD DATA
    LABORATORY DATA
    DRILLING METHOD (S) :
    ATTERBERG
    Mud Rotary 3' to 10'.
    ~
    LIMITS %)
    !(
    UJ
    ~
    GROUNDWATER INFORMATION:
    d5
    l-
    x
    ~
    UJ
    Z
    UJ
    ~
    ::l
    >
    Groundwater encountered at 3' and boring caved at 8' upon completion
    0::-
    UJ
    0
    CI)
    UJ
    w
    rn
    l-
    I-
    ~
    CI)
    iii
    >w
    z
    I-
    :E
    z
    UJ~
    of drilling operations.
    00
    ~
    I-
    UJ
    <
    ~~
    0
    :E
    :::::;
    ~Ll.:
    i=
    0
    ....l
    t-t::l-frl~
    ~
    0::
    0..0
    0
    0
    0
    :::::;
    0
    0
    N
    ~
    il5g~~:t
    UJ
    _::l
    CI):x:U-
    I-
    C)CI)
    lD
    0
    i=
    i=
    Cl)0
    Cl)1-0
    CI)
    ~(;j
    0
    :E
    !t:.
    CI)
    a:
    5
    CI)
    CI)
    z-
    UJC)CI)
    UJ
    Z
    UJ
    3:ii;!!?Za
    ::l
    UJCI)
    ZO
    >-
    :x:
    ....l
    I-
    0
    :5
    :5
    o~
    ~z-
    ~
    CI)
    0..
    ozz~:.:
    o..UJCI)
    ::l
    -z
    CI)
    Ii:
    (/)
    :::::;
    0..
    0..
    u-::l
    ::l
    ....l
    :E
    ~~~o::o
    (5
    >-::l
    ::2:~z
    ....l
    Zo
    (5
    ~o
    01-°
    ~
    Z
    UJ
    «
    zo.:t-:~~
    00..
    ~
    (/)
    0
    CI)
    :E
    LL
    PL
    PI
    Do..
    O(l)!:::
    o~
    DESCRIPTION OF STRATUM
    N=9
    23
    Fine sand, trace shell fragments, brown, loose.
    N=12
    18
    Same as above, medium dense.
    ...
    N=6
    ,
    ..
    f-
    21
    Fine sand, trace shell fragments, brown, loose.
    ...