1. Granularmetric Report
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      -36.5
      1
      Sample
      #1,
      Depth
      =
      2.0'
      Mean
      (mm):
      0.10,
      Phi
      Sorting:
      0.23
      Fines
      (230):
      4.97%
      (SP-SM)
      -18.2
      Ft.
      -32.4
      -29.2
      -22.1
      -21.6
      -18.7
      16. ELEVATION TOP OF BORING
      FLORIDA DEP ROSS GALVESTON_VIBRACORES_2006.GPJ FL DEP ROSS.GDT 12/14/06
      MLLW
      LOCATION COORDINATES
      17. TOTAL RECOVERY FOR BORING
      3.0 In.
      INSTALLATION
      DIVISION
      STARTED
      10-08-06
      13:32
      -18.2
      5. DIRECTION OF BORING
      10-08-06
      13:30
      1. PROJECT
      0.0 Ft.
      2. BORING DESIGNATION
      4. NAME OF DRILLER
      X = 3,210,620 Y = 13,591,627
      BEARING
      DEG. FROM
      VERTICAL
      13. TOTAL NUMBER CORE BOXES
      12. TOTAL SAMPLES
      9. SIZE AND TYPE OF BIT
      Charles
      Dill
      HORIZONTAL
      VERTICAL
      3. DRILLING AGENCY
      18.3
      14.2
      11.0
      3.9
      3.4
      0.5
      0.0
      6. THICKNESS OF OVERBURDEN
      End
      of
      Boring
      No
      Recovery.
      CLAY,
      very
      stiff;
      mottled
      between
      yellowish
      brown
      (10YR-5/8)
      to
      dark
      gray
      (5Y-5/2);,
      (CL).
      CLAY,
      stiff
      to
      soft;
      yellowish
      red
      (5YR-4/6)
      to
      dark
      gray
      (5Y-4/1),
      (CL).
      SAND,
      clay
      lenses,
      gray
      (5Y-5/1),
      (SP-SM).
      SAND,
      fine
      grained,
      quartz,
      trace
      shell
      hash,
      trace
      silt,
      gray
      (5Y-5/1),
      (SP-SM).
      SAND,
      fine
      grained,
      quartz,
      little
      shell
      hash,
      trace
      shell
      fragments,
      trace
      silt,
      shell
      fragments
      up
      to
      0.5"x
      0.5",
      gray
      (5Y-5/1),
      (SP).
      COMPLETED
      ELEV.
      (ft)
      CLASSIFICATION OF MATERIALS
      Depths and elevations based on measured values
      JUN
      04
      MODIFIED
      FOR
      THE
      FLORIDA
      DEP
      JUN
      02
      BOX OR
      SAMPLE
      Alpine
      Ocean
      Seismic
      Survey,
      Inc.
      DEPTH
      (ft)
      18.3
      Ft.
      GCVC-06-17
      8. TOTAL DEPTH OF BORING
      7. DEPTH DRILLED INTO ROCK
      CONTRACTOR FILE NO.
      REMARKS
      Boring
      Designation
      %
      REC.
      LEGEND
      0
      5
      10
      15
      20
      25
      SAJ
      FORM
      1836
      OF 1 SHEETS
      SHEET 1
      UNDISTURBED (UD)
      DISTURBED
      11. MANUFACTURER'S DESIGNATION OF DRILL
      10. COORDINATE SYSTEM/DATUM
      ML
      14.2
      Ft.
      Texas
      South
      Central
      14. ELEVATION GROUND WATER
      15. DATE BORING
      NAD
      1983
      DRILLING LOG
      18. SIGNATURE AND TITLE OF INSPECTOR
      Texas
      Geotechnical
      Sand
      Search
      Galveston
      County
      Texas
      GCVC-06-17
      0.0 Ft.
      AUTO HAMMER
      MANUAL HAMMER
      VERTICAL
      INCLINED
      1.00
      0.50
      1.00
      35
      0.09
      0.09
      0.02
      0.02
      0.71
      0.50
      25
      0.07
      0.07
      0.03
      0.01
      0.10
      0.00
      18
      0.06
      0.06
      0.03
      0.03
      1.41
      -0.50
      14
      0.03
      0.03
      0.99
      0.01
      0.03
      3/4"
      0.58
      0.13
      3.00
      120
      0.43
      0.41
      0.28
      0.26
      0.18
      2.50
      80
      0.01
      0.15
      0.01
      0.03
      0.25
      2.00
      60
      0.12
      0.12
      0.02
      0.02
      0.35
      1.50
      45
      0.10
      2.00
      0.15
      0.00
      0.00
      0.00
      0.00
      0.00
      8.00
      -3.00
      5/16"
      0.00
      0.00
      0.00
      0.00
      11.31
      0.03
      7/16"
      5.66
      0.00
      0.00
      0.00
      16.00
      -4.00
      5/8"
      0.00
      0.00
      0.00
      0.00
      19.03
      -4.25
      -3.50
      -2.00
      -1.00
      10
      0.00
      0.00
      0.00
      0.00
      2.83
      -1.50
      7
      0.00
      0.00
      0.00
      3.5
      4.00
      -2.50
      5
      0.00
      0.00
      0.00
      0.00
      4.76
      -2.25
      4
      0.00
      0.00
      0.00
      0.00
      1.07
      0.00
      Munsell:
      1.64
      91.31
      Phi
      84
      3.10
      Phi
      75
      3.15
      Phi
      50
      3.32
      Phi
      25
      3.48
      Phi
      16
      3.61
      Phi
      5
      4.00
      Mean
      Phi
      3.31
      Skewness
      -5.39
      0.16
      Easting (ft):
      Northing (ft):
      -20.2
      MLLW
      0.64
      GRANULARMETRIC REPORT GALVESTON_VIBRACORES_2006.GPJ FL DEP ROSS.GDT 12/14/06
      Shell Hash (%):
      Fines (%):
      Moment
      Statistics
      Project
      Name:
      Texas
      Geotechnical
      Sand
      Search
      Sample
      Name:
      GCVC-06-17
      #1
      Analysis
      Date:
      10-18-06
      Analyzed
      By:
      MC
      Depths
      and
      elevations
      based
      on
      measured
      values
      Mean
      mm
      0.10
      Phi
      95
      3.03
      88.58
      Coordinate System:
      Sieve Loss (%):
      Pan Retained (g):
      Wash Weight (g):
      Organics (%):
      Carbonates (%):
      #200
      -
      8.78
      #230
      -
      4.97
      Sorting
      0.23
      83.31
      Grams
      Retained
      Sieve
      Size
      (Millimeters)
      Sieve
      Size
      (Phi)
      95.03
      86.79
      3.81
      3.48
      0.06
      4.00
      Kurtosis
      105.3
      91.22
      C.
      %
      Weight
      Retained
      12.94
      11.82
      0.07
      3.75
      200
      78.28
      71.49
      77.21
      70.50
      0.09
      3.50
      170
      230
      3,210,620
      Granularmetric
      Report
      Texas
      South
      Central
      13,591,627
      SP-SM
      % Weight
      Retained
      Cum. Grams
      Retained
      Sieve
      Number
      Dry Weight (g):
      Comments:
      USCS:
      Elevation (ft):
      Coastal
      Planning
      &
      Engineering
      2481 NW Boca Raton Blvd, Boca Raton
      FL 33431
      ph (561) 391-8102
      fax
      (561)
      391-9116
      Wet - 5Y-5/1
      Dry
      -
      5Y-5/1
      Washed
      -
      2.5Y-6/2
      1
      5
      10
      5
      100