1. LOG OF BORING
      1. HVJ ASSOCIATES, INC.
      2. GRAIN SIZE ANALYSIS CURVE
      3. ASTM D6913
      4. Sample Location
      5. Classification
      6. HVJ ASSOCIATES, INC.
      7. GRAIN SIZE ANALYSIS CURVE
      8. ASTM D6913
      9. Sample Location
      10. Classification
      11. HVJ ASSOCIATES, INC.
      12. GRAIN SIZE ANALYSIS CURVE
      13. ASTM D6913
      14. Sample Location
      15. Classification
    alt
    0
    5
    10
    15
    20
    25
    30
    35
    Dark Gray Sandy Silty Clay
    (Munsell 4/1 2.5Y)
    Gray Sand
    (Munsell 5/1 2.5Y)
    -200=23.5%
    LOG OF SOIL BORING HG-13-15380.GPJ HVJ.GDT 12/19/13
    20.3
    30.4
    10.5
    SOIL SYMBOLS
    SAMPLER SYMBOLS
    AND FIELD TEST DATA
    MOISTURE
    0.08
    0.12
    Gray Sandy Clay
    (Munsell 5/1 2.5Y)
    Gray Sandy Clay
    (Munsell 5/1 2.5Y)
    Gray Sandy Clay
    (Munsell 5/1 5Y)
    Light Brown Silty Sand
    (Munsell 6/4 7.5YR)
    -200=32.5%
    Light Brown Sandy Clay
    (Munsell 6/4 7.5YR)
    Light Brown Sand
    (Munsell 6/4 7.5YR)
    Grayish Brown Sandy Clay
    (Munsell 5/2 10YR)
    Gray Sand
    (Munsell 5/1 2.5Y)
    -200=48.5%
    0.10
    Gray Sand
    (Munsell 5/1 2.5Y)
    Date: 11/9/2013
    Northing: 13,787,856.0
    Easting: 3,477,377.0
    SHEAR STRENGTH, TSF
    = Torvane
    10
    20
    30
    40
    50
    60
    70
    80
    90
    = Unconf. Comp.
    = UU Triaxial
    Project: McFaddin NWR Sand Source Investigation
    Boring No.: MF-VC-13-11
    Groundwater during drilling: ---
    Groundwater after 24hrs: ---
    Project No.: HG1315380
    Elevation: -24.2 feet
    Station: --
    Offset: --
    -25
    -30
    -35
    -40
    -45
    -50
    -55
    Gray Sandy Clay
    (Munsell 5/1 2.5Y)
    D50, MM
    % PASSING
    NO. 230 SIEVE
    SOIL/ROCK CLASSIFICATION
    PLATE 11
    PLASTIC LIMIT
    LIQUID LIMIT
    CONTENT, %
    ELEV.
    DEPTH,
    FEET
    Shear Types:
    LOG OF BORING
    = Hand Penet.
    0.5
    1.0
    1.5
    2.0
    2 1 1/2
    1
    3/4
    1/23/8
    1/4 4
    810
    16
    20
    30
    40
    50 60 80100 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 Coarser By Weight
    Percent Finer By Weight
    Grain Size in Millimeters
    HVJ ASSOCIATES, INC.
    GRAIN SIZE ANALYSIS CURVE
    ASTM D6913
    HG1315380
    PLATE 60
    Sample Location
    MF-VC-13-11
    1-3.4'
    C
    u
    & C
    c
    C
    u
    = NA
    C
    c
    = NA
    D
    50
    = 0.10mm
    Classification
    Light Brown Silty Sand (SM)
    U.S. Standard Sieve Openings in Inches
    U.S. Standard Sieve Numbers
    230
    PROJECT NO.
    2 1 1/2
    1
    3/4
    1/23/8
    1/4 4
    810
    16
    20
    30
    40
    50 60 80100 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 Coarser By Weight
    Percent Finer By Weight
    Grain Size in Millimeters
    HVJ ASSOCIATES, INC.
    GRAIN SIZE ANALYSIS CURVE
    ASTM D6913
    HG1315380
    PLATE 61
    Sample Location
    MF-VC-13-11
    6.4-7.25'
    C
    u
    & C
    c
    C
    u
    = NA
    C
    c
    = NA
    D
    50
    = 0.075mm
    Classification
    Light Brown Silty Sand (SM)
    U.S. Standard Sieve Openings in Inches
    U.S. Standard Sieve Numbers
    230
    PROJECT NO.
    2 1 1/2
    1