LIQUID
    LIMIT
    6
    0
    5
    10
    15
    20
    25
    30
    35
    ELEV.
    DEPTH,
    FEET
    = Hand Penet.
    1-2-1
    92
    6
    5-3-2
    1-3-6
    Greenish brown SAND w/ silt (SP-SM)
    Very dark grayish brown CLAY (CH)
    = Unconf. Comp.
    SOIL
    SYMBOLS
    SAMPLER
    SYMBOLS
    AND
    FIELD
    TEST
    DATA
    PLATE A-6
    Shear Types:
    = Torvane
    15
    10
    5
    0
    -5
    -10
    -15
    MOISTURE
    CONTENT,
    %
    LOG
    OF
    BORING
    PLASTIC
    LIMIT
    SHEAR
    STRENGTH,
    TSF
    10 20 30 40 50 60 70 80 90
    0.5
    1.0
    1.5
    2.0
    Project No.: HG-05-28280
    Elevation: 16.4 feet
    Station: --
    Offset: --
    Project: Sand Search for DMPAs
    Boring No.: B-6
    Groundwater during drilling: ---
    Groundwater after drilling: ---
    = UU Triaxial
    SOIL/ROCK CLASSIFICATION
    Date: 2/13/2006
    Northing: 13,698,878.0
    Easting: 3,302,995.0
    PLATE C-10
    200
    140
    100
    80
    60
    50
    40
    30
    20
    16
    10
    8
    4
    1 /4
    3 /8
    1 /2
    3 /4
    1
    1 1/2
    2
    2.382.38
    0
    10
    20
    30
    40
    50
    60
    70
    80
    90
    100
    0.001
    0.01
    0.1
    1
    10
    100
    Grain
    Size
    in
    Millimeters
    0
    10
    20
    30
    40
    50
    60
    70
    80
    90
    100
    Boring No.
    B-6
    Depth,
    Ft.
    0-2'
    Classific at ion
    Greenish brown Sand with silt
    U.S. Standard Sieve Openings in Inches
    U.S. Standard Sieve Numbers
    Hydrometer
    SIEVE ANALYSIS DATA
    Project:
    Sand Search
    Job No.
    HG-05-28280 Date:
    02/15/06
    Boring No.
    6
    Sample No.
    1
    Depth:
    0-2'
    Matl Desc.
    Greenish brown Sand with silt
    Tare No.
    10
    Init Wt. - Tare
    69.12
    % Ret.
    91.80
    Tare Wt.
    6.72
    Dry Wt. after test
    70.17
    % Pass #200
    8.20
    Init. Dry Wt.
    75.84
    Wt. Ret. on #200
    63.45
    Sieve Size/No.
    Sieve Size (mm)
    Weight Ret.
    % Retained
    % Passing
    8
    2.38
    5.66
    8.19
    91.81
    10
    2
    6.39
    9.24
    90.76
    16
    1.19
    13.93
    20.15
    79.85
    30
    0.59
    22.54
    32.61
    67.39
    50
    0.297
    27.41
    39.66
    60.34
    100
    0.149
    41.45
    59.97
    40.03
    200
    0.074
    63.45
    91.80
    8.20
    0.033
    5.91
    0.021
    5.91
    0.015
    5.91
    0.012
    5.91
    0.008
    5.91
    0.006
    5.91
    0.004
    5.91
    0.002
    5.91
    0.001
    4.43
    PLATE C-10b
    PLATE D-11
    2 1 1/2
    1 3/4 1/2 3/8
    1/4 4
    8 10
    16
    20
    30 40 5060 80100
    140 200
    0
    10
    20
    30
    40
    50
    60
    70
    80
    90
    100
    0.001
    0.01
    0.1
    1
    10
    100
    Grain
    Size
    in
    Millimeters
    0
    10
    20
    30
    40
    50
    60
    70
    80
    90
    100
    Boring No.
    B-6
    Depth,
    Ft.
    2-4'
    Classific at ion
    Greenish brown Sand with silt
    U.S. Standard Sieve Openings in Inches
    U.S. Standard Sieve Numbers
    Hydrometer
    PLATE D-12
    2 1 1/2
    1 3/4
    1/2 3/8
    1/4 4
    8 10
    16
    20
    30 40 50 60 80100
    140 200
    0
    10
    20
    30
    40
    50
    60
    70
    80
    90
    100
    0.001
    0.01
    0.1
    1
    10
    100
    Grain
    Size
    in
    Millimeters
    0
    10
    20
    30
    40
    50
    60
    70
    80
    90
    100
    Boring No.
    B-6
    Depth,
    Ft.
    4-6'
    Classific at ion
    Very dark grayish brown Clay
    U.S. Standard Sieve Openings in Inches
    U.S. Standard Sieve Numbers
    Hydrometer
    SIEVE ANALYSIS DATA
    Project:
    Sand Search
    Job No.
    HG-05-28280
    Date:
    02/15/06
    Boring No.
    6
    Sample No.
    2
    Depth:
    2-4'
    Matl Desc.
    Greenish brown Sand with silt
    Tare No.
    13
    Init Wt. - Tare
    110.24
    % Ret.
    94.46
    Tare Wt.
    6.71
    Dry Wt. after test
    110.84
    % Pass #200
    5.54
    Init. Dry Wt.
    116.95
    Wt. Ret. on #200
    104.13
    Sieve Size/No.
    Sieve Size (mm)
    Weight Ret.
    % Retained
    % Passing
    3/8"
    9.5
    0.00
    0.00
    100.00
    4
    4.76
    2.42
    2.20
    97.80
    8
    2.38
    9.26
    8.40
    91.60
    10
    2