alt
    Project No. 03-859-026
    Client:
    United States Army Corps of Engineers
    Project: Matagorda
    Ship Channel; Contract No. DACW64-03-D-0008; Delivery Order No. 0026
    Boring
    Sample
    Sample
    Water
    Liquid
    Plastic
    Plas!.
    Finer than
    Depth
    Soil Description
    uses
    Content
    #200 Sieve
    No.
    Number
    (It)
    (%)
    Limit
    Limit
    Index
    (%)
    04-188
    2
    5-6.5
    Light gray and tan POORLY GRADED SAND with SilT' traces of shell
    SP
    18.9
    3
    10-11.5
    Light gray .and tan WEll GRADED SAND with shells
    SW
    15.5
    NV
    NP
    NP
    2.4
    5
    20-21.5
    Grav
    SilTY SAND
    SM
    22.0
    6
    25-26.5
    Grav
    and light gray WEll GRADED SAND with GRAVEL
    SW
    9.7
    1.9
    04-189
    3
    10-11.5
    Gray SilTY SAND
    SM
    24.2
    5
    20-21.5
    Gray and IighLgray SilTY SAND; mostly shell
    SM
    15.4
    8
    35-36.5
    Grav
    and lioht
    orav
    POORLY GRADED SAND with GRAVEL
    SP
    14.0
    NV
    NP
    NP
    1.4
    04-190
    2
    5-6.5
    Gray and tan SilTY SAND
    SM
    19.0
    4
    15-16.5
    Gray WEll GRADED SAND with GRAVEL
    SW
    19.9
    NV
    NP
    NP
    2.4
    6
    25-26.5
    Gray SilTY SAND with shells
    SM
    24.7
    04-191
    3
    10-11.5
    Tan SilTY SAND with shells
    SM
    22.5
    4
    15-16.5
    Tan POORLY GRADED SAND
    SP
    17.9
    1.0
    5
    20-21.5
    Lioht
    orav
    and
    orav
    SilTY SAND with shells
    SM
    23.7
    04-192
    1
    0-1.5
    Tan SANDY SilT with GRAVEL
    Ml
    1.7
    3
    10-11.5
    Gray POORLY GRADED SAND' traces of shells
    SP
    20.6
    2.7
    6
    25-26.5
    Gray POORLY GRADED SAND
    SP
    24.1
    3.2
    04-193
    2
    5-6.5
    Grav
    SilTY SAND
    SM
    26.8
    6
    25-26.5
    Gray WEll GRADED SAND with GRAVEL and SHEllS
    SW
    11.8
    3.3
    04-194
    3
    10-11.5
    Grav
    POORLY GRADED SAND with SilT' traces of shell
    SP-SM
    29.2
    NV
    NP
    NP
    9.2
    5
    20-21.5
    Grav
    POORLY GRADED SAND with SilT
    SP-SM
    22.8
    7
    30-31.5
    Gray POORLY GRADED SAND with SilT
    SP-SM
    20.9
    04-195
    2
    5-6.5
    Gray POORLY GRADED SAND
    SP
    26.6
    NV
    NP
    NP
    3.0
    4
    15-16.5
    Gray SilTY SAND
    SM
    25.7
    6
    25-26.5
    Gray POORLY GRADED SAND with SilT
    SP-SM
    21.7
    04-196
    4
    15-16.5
    Grav
    SilTY SAND
    SM
    21.1
    7
    30-31.5
    Grav
    SilTY SAND;
    clav
    Dockets and traces of shells
    SM
    20.0
    9
    40-41.5
    Grav
    SANDY SilT' traces of shells
    Ml