1. LOG OF BORING
      1. HVJ ASSOCIATES, INC.
      2. Sample Location
      3. Classification
      4. GRAIN SIZE ANALYSIS CURVE
      5. ASTM D6913
    alt
    LOG
    -25
    OF SOIL BORING HG-13-15380.GPJ HVJ.GDT 12/19/13
    -30
    -35
    -40
    -45
    -50
    -55
    MOISTURE
    0.5
    1.0
    1.5
    2.0
    LIQUID LIMIT
    = Hand Penet.
    69.6
    Light Olive Brown, Soft Sandy Lean Clay
    (Munsell 5/4 2.5Y)
    ELEV.
    DEPTH,
    FEET
    SOIL SYMBOLS
    SAMPLER SYMBOLS
    AND FIELD TEST DATA
    LOG OF BORING
    PLASTIC LIMIT
    Project No.: HG1315380
    Elevation: -23.1 feet
    Station: --
    Offset: --
    D50, MM
    0
    5
    10
    15
    20
    25
    30
    35
    = UU Triaxial
    Date: 11/1/2013
    Northing: 13,790,045.0
    Easting: 3,479,652.0
    Project: McFaddin NWR Sand Source Investigation
    Boring No.: MF-VC-13-02
    Groundwater during drilling: ---
    Groundwater after 24hrs: ---
    % PASSING
    NO. 200 SIEVE
    Shear Types:
    SOIL/ROCK CLASSIFICATION
    PLATE 2
    10
    20
    30
    40
    50
    60
    70
    80
    90
    CONTENT, %
    = Unconf. Comp.
    SHEAR STRENGTH, TSF
    = Torvane
    2 1 1/2
    1
    3/4
    1/23/8
    1/4 4
    810
    16
    20
    30
    40
    5060 80 100 140 200
    0
    10
    20
    30
    40
    50
    60
    70
    80
    90
    0
    100
    10
    20
    30
    40
    50
    60
    70
    80
    90
    100
    100
    10
    1
    0.1
    0.01
    0.001
    Percent Finer By Weight
    Percent Coarser By Weight