1. Geotech Report - Pierce Marsh 37
    2. Geotech Report - Pierce Marsh 54
    3. Geotech Report - Pierce Marsh 21
    4. Geotech Report - Pierce Marsh 27
    5. Geotech Report - Pierce Marsh 19
    alt
     
    609
    1097
    1187
    980
    1496
    0
    1
    2
    3
    4
    5
    6
    7
    8
    9
    10
    11
    12
    13
    14
    15
    16
    17
    18
    19
    23
    24
    28
    29
    33
    34
    38
    39
    95
    98
    96
    103
    103
    42
    47
    38
    33
    36
    28
    38
    35
    34
    33
    30
    28
    25
    26
    22
    28
    30
    23
    25
    22
    26
    24
    29
    20
    31
    24
    35
    26
    122
    124
    123
    127
    127
    0
    0
    0
    0
    0
    56
    67
    50
    45
    17
    16
    18
    17
    39
    51
    32
    28
    CON
    Moist, very soft gray LEAN CLAY
    Moist, very soft to soft gray FAT CLAY
    w/trace of organic matter
    Moist, very stiff gray & reddish-brown
    FAT CLAY
    Moist, soft to medium stiff gray, brown, &
    tan FAT CLAY
    w/trace of fine gravel
    Moist, soft reddish-brown LEAN CLAY
    w/trace of organic matter
    Moist, stiff reddish-brown LEAN CLAY
    w/trace of organic matter
    Moist, loose red CLAYEY SILT
    Moist, stiff reddish-brown LEAN CLAY
    w/few concretions
    Moist, loose red CLAYEY SILT
    Moist, stiff to very stiff reddish-brown &
    gray FAT CLAY w/few fine sand pockets &
    concretions
    Moist, medium stiff to stiff reddish-brown
    & gray FAT CLAY
    Moist, stiff reddish-brown, tan, & gray
    LEAN CLAY
    w/few concretions
    CL
    CH
    CH
    CH
    CL
    CL
    ML
    CL
    ML
    CH
    CH
    CL
    OB
    OB
    OB
    OB
    OB
    1A
    1B
    2A
    2B
    3A
    3B
    4A
    4B
    5A
    5B
    6A
    6B
    7A
    7B
    8A
    8B
    9A
    9B
    10A
    10B
    11A
    11B
    12A
    12B
    13A
    13B
    14A
    14B
    0.25
    0.50
    0.50
    1.00
    1.00
    1.00
    0.50
    2.00
    1.00
    1.00
    1.00
    1.00
    1.00
    1.00
    S
    P
    L
    R
    Visual Classification
    USC
    Sample
    Number
    Depth
    in Feet
    Density
    Dry
    pcf
    Wet
    pcf
    Shear Tests
    Atterberg Limits
    Other Tests
    Scale in
    Feet
    PP
    0
    5
    10
    15
    20
    25
    30
    35
    40
    45
    50
    SPT
    Symbol
    Water
    Content
    %
    Type
    C
    psf
    LL
    PL
    PI
    EUSTIS_GINT_LIBRARY_4-18-2022.GLB EE STANDARD BORING LOG H0048.GPJ 8/18/22
    Page 1 of 1
    NOTES: Boring Log B-10 was drilled in 1 ft of water.
    LOG OF BORING AND TEST RESULTS
    See Text
    40.0 ft
    Date:
    H0048
    Water Depth:
    Total Depth:
    Project No:
    29.31635°
    -94.96235°
    07/14/2022
    Ducks Unlimited, Inc.
    Pierce Marsh Beneficial Use
    Marsh Creation
    Phase 1
    North of West Bay Near Galveston Island
    Galveston County, Texas
    Boring: B-10
    Longitude:
    Latitude:
    alt
     
    Tested By:
    CH
    Checked By:
    RR
    CONSOLIDATION TEST REPORT
    Cv
    (ft.2/day)
    0
    0.01
    0.02
    0.03
    0.04
    0.05
    Applied Pressure - tsf
    0.1
    1
    10
    Void Ratio
    0.2
    0.3
    0.4
    0.5
    0.6
    0.7
    0.8
    0.9
    1.0
    1.1
    1.2
    Natural
    Dry Dens.
    LL
    PI
    Sp. Gr.
    Pc
    Cc
    Initial Void
    Saturation
    Moisture
    (pcf)
    (tsf)
    Ratio
    98.9 %
    35.6 %
    87.9
    56
    39
    2.72
    1.0
    0.30
    0.980
    M, vso g FT CL w/ tr om
    CH
    H0048
    DUCKS UNLIMITED, INC., RICHMOND, TEXAS
    DUCKS UNLIMITED, INC. - PIERCE MARSH BENEFICIAL USE MARSH CREATION,
    PHASES 1 AND 2,
    MATERIAL DESCRIPTION
    USCS
    AASHTO
    Project No.
    Client:
    Remarks:
    Project:
    Source of Sample:
    B-10
    Depth:
    1
    Sample Number:
    1B
    Figure
     
    Values shown have not been corrected.
    Shelby
    SPT
    Auger
    No sample
    Clay
    Silt
    Sand
    Peat/Humus
    Shells
    Stone/Gravel
    PP
    SPT
    SPLR
    SYMBOL
    DENSITY
    USC
    UC
    OB
    UU
    CON
    PD
    k
    SP
    c
    OTHER TESTS
    ATTERBERG LIMITS
    LL
    PL
    PI
    SHEAR TESTS
    TYPE
    Type of Sampling
    Predominant type shown heavy; modifying type shown light
    Unit weight in pounds per cubic foot
    Unconsolidated undrained triaxial compression shear
    Cohesion in pounds per square foot
    Liquid Limit
    Swelling pressure in pounds per square foot
    overburden pressure
    Pocket penetrometer: Resistance in tons per square foot