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
      16. HVJ ASSOCIATES, INC.
      17. GRAIN SIZE ANALYSIS CURVE
      18. ASTM D6913
      19. Sample Location
      20. Classification
    alt
    MOISTURE
    0.24
    LOG OF SOIL BORING HG-13-15380.GPJ HVJ.GDT 12/19/13
    5.4
    2.6
    3.6
    LOG OF BORING
    SOIL SYMBOLS
    SAMPLER SYMBOLS
    AND FIELD TEST DATA
    0
    5
    10
    15
    20
    25
    30
    35
    -25
    -30
    -35
    -40
    -45
    -50
    -55
    Shear Types:
    12.9
    0.22
    0.21
    0.14
    Grayish Brown Layered Silty Clay and Sand
    (Munsell 5/2 2.5Y)
    Grayish Brown Sand
    (Munsell 5/2 2.5Y)
    -200=7.3%
    Grayish Brown Sand
    (Munsell 5/2 2.5Y)
    -200=5.0%
    -200=5.0%
    Dark Gray Sand
    (Munsell 4/1 2.5Y)
    Dark Gray Sandy Silt
    (Munsell 4/1 2.5Y)
    Dark Gray Silty Sand
    (Munsell 4/1 2.5Y)
    -200=23.2%
    Dark Gray Layered Sand and Silty Clay
    (Munsell 4/1 2.5Y)
    Dark Gray Silty Clay
    (Munsell 4/1 2.5Y)
    = Torvane
    D50, MM
    Date: 11/1/2013
    Northing: 13,788,936.0
    Easting: 3,479,637.0
    Project: McFaddin NWR Sand Source Investigation
    Boring No.: MF-VC-13-04
    Groundwater during drilling: ---
    Groundwater after 24hrs: ---
    SHEAR STRENGTH, TSF
    10
    20
    30
    40
    50
    60
    70
    80
    90
    PLASTIC LIMIT
    % PASSING
    NO. 230 SIEVE
    PLATE 4
    = UU Triaxial
    SOIL/ROCK CLASSIFICATION
    ELEV.
    DEPTH,
    FEET
    = Hand Penet.
    LIQUID LIMIT
    Project No.: HG1315380
    Elevation: -24.6 feet
    Station: --
    Offset: --
    0.5
    1.0
    1.5
    2.0
    = Unconf. Comp.
    CONTENT, %
    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 56
    Sample Location
    MF-VC-13-04
    2-5'
    C
    u
    & C
    c
    C
    u
    = 2.00
    C
    c
    = 1.01
    D
    50
    = 0.24mm
    Classification
    Grayish Brown Poorly Graded
    Sand (SP)
    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 57
    Sample Location
    MF-VC-13-04
    5-10' Top
    C
    u
    & C
    c
    C
    u
    = 1.47
    C
    c
    = 1.09
    D
    50
    = 0.22mm
    Classification
    Grayish Brown Poorly Graded
    Sand (SP)
    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 58
    Sample Location
    MF-VC-13-04
    5-10' Bottom
    C
    u
    & C
    c
    C
    u
    = 1.52
    C