1. Granularmetric Report
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      DRILLING LOG
      GCVC-06-08A
      MLLW
      LOCATION COORDINATES
      11. MANUFACTURER'S DESIGNATION OF DRILL
      FLORIDA DEP ROSS GALVESTON_VIBRACORES_2006.GPJ FL DEP ROSS.GDT 12/14/06
      Jetted
      to
      12.8'
      on
      penetrometer.
      0.0 Ft.
      VERTICAL
      INCLINED
      15. DATE BORING
      14. ELEVATION GROUND WATER
      18. SIGNATURE AND TITLE OF INSPECTOR
      NAD
      1983
      DISTURBED
      10. COORDINATE SYSTEM/DATUM
      ML
      9.6 Ft.
      Texas
      South
      Central
      16. ELEVATION TOP OF BORING
      UNDISTURBED (UD)
      22.1
      -37.4
      -29.5
      -27.0
      20.7
      12.8
      10.3
      End
      of
      Boring
      CLAY,
      some
      sand,
      trace
      shell
      hash,
      stiff
      to
      soft,
      dark
      gray
      (5Y-4/1),
      (CL).
      SAND,
      fine
      grained,
      quartz,
      trace
      shell
      hash,
      trace
      silt,
      shell
      hash
      increases
      to
      some
      @
      17.7'
      to
      end
      of
      layer,
      gray
      (5Y-5/1),
      (SP-SM).
      Jetted
      material,
      (SP-SM).
      -16.7
      Ft.
      INSTALLATION
      DIVISION
      STARTED
      -38.8
      -16.7
      17. TOTAL RECOVERY FOR BORING
      3.0 In.
      1
      Sample
      #1,
      Depth
      =
      15.8'
      Mean
      (mm):
      0.11,
      Phi
      Sorting:
      0.39
      Shell
      Hash:
      0%,
      Fines
      (230):
      4.24%
      (SP-SM)
      10-07-06
      17:07
      SHEET 1
      GCVC-06-08A
      DEPTH
      (ft)
      ELEV.
      (ft)
      CLASSIFICATION OF MATERIALS
      Depths and elevations based on measured values
      JUN
      04
      MODIFIED
      FOR
      THE
      FLORIDA
      DEP
      JUN
      02
      BOX OR
      SAMPLE
      Texas
      Geotechnical
      Sand
      Search
      Galveston
      County
      Texas
      Alpine
      Ocean
      Seismic
      Survey,
      Inc.
      SAJ
      FORM
      1836
      22.1
      Ft.
      8. TOTAL DEPTH OF BORING
      CONTRACTOR FILE NO.
      REMARKS
      Boring
      Designation
      %
      REC.
      LEGEND
      OF 1 SHEETS
      0
      5
      10
      15
      20
      25
      7. DEPTH DRILLED INTO ROCK
      COMPLETED
      AUTO HAMMER
      MANUAL HAMMER
      3. DRILLING AGENCY
      X = 3,332,416 Y = 13,689,926
      6. THICKNESS OF OVERBURDEN
      0.0
      10-07-06
      17:05
      1. PROJECT
      0.0 Ft.
      2. BORING DESIGNATION
      VERTICAL
      4. NAME OF DRILLER
      5. DIRECTION OF BORING
      DEG. FROM
      BEARING
      VERTICAL
      13. TOTAL NUMBER CORE BOXES
      12. TOTAL SAMPLES
      9. SIZE AND TYPE OF BIT
      Charles
      Dill
      HORIZONTAL
      1.00
      0.50
      1.00
      35
      0.24
      0.24
      0.03
      0.03
      0.71
      0.50
      25
      0.21
      0.21
      0.04
      0.05
      0.31
      0.00
      18
      0.16
      0.16
      0.03
      0.03
      1.41
      -0.50
      14
      0.13
      0.13
      3/4"
      0.05
      0.29
      17.09
      16.14
      0.13
      3.00
      120
      1.89
      1.80
      1.11
      1.05
      0.18
      2.50
      80
      0.07
      0.75
      0.07
      0.27
      0.25
      2.00
      60
      0.49
      0.48
      0.18
      0.17
      0.35
      1.50
      45
      0.31
      2.00
      0.78
      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
      0.04
      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
      0.09
      0.09
      0.01
      0.01
      2.83
      -1.50
      7
      0.08
      0.08
      0.00
      3.5
      4.00
      -2.50
      5
      0.08
      0.08
      0.00
      0.00
      4.76
      -2.25
      4
      0.08
      0.08
      0.08
      0.08
      170
      0.00
      0.06
      Project
      Name:
      Texas
      Geotechnical
      Sand
      Search
      Sample
      Name:
      GCVC-06-08A
      #1
      Analysis
      Date:
      10-18-06
      Analyzed
      By:
      ST
      1.13
      94.42
      Phi
      84
      2.91
      Phi
      75
      3.05
      Phi
      50
      3.23
      Phi
      25
      3.42
      Phi
      16
      3.49
      Phi
      5
      3.91
      Mean
      Phi
      3.17
      17.94
      #200
      -
      6.29
      #230
      -
      4.24
      Munsell:
      Northing (ft):
      -32.5
      MLLW
      GRANULARMETRIC REPORT GALVESTON_VIBRACORES_2006.GPJ FL DEP ROSS.GDT 12/14/06
      Shell Hash (%):
      0
      Fines (%):
      Moment
      Statistics
      Depths
      and
      elevations
      based
      on
      measured
      values
      Easting (ft):
      Mean
      mm
      0.11
      Phi
      95
      2.59
      91.63
      Coordinate System:
      Sieve Loss (%):
      Pan Retained (g):
      Wash Weight (g):
      Organics (%):
      Carbonates (%):
      Sorting
      0.39
      93.71
      Kurtosis
      71.59
      Grams
      Retained
      Sieve
      Size
      (Millimeters)
      Sieve
      Size
      (Phi)
      95.76
      90.44
      2.05
      1.94
      0.06
      Cum. Grams
      Retained
      230
      C.
      %
      Weight
      Retained
      88.50
      8.55
      8.07
      0.07
      3.75
      200
      85.16
      80.43
      66.18
      62.49
      0.09
      3.50
      Coastal
      Planning
      &
      Engineering
      2481 NW Boca Raton Blvd, Boca Raton
      FL 33431
      ph (561) 391-8102
      fax
      (561)
      391-9116
      4.00
      18.98
      3,332,416
      Granularmetric
      Report
      Texas
      South
      Central
      13,689,926
      % Weight
      Retained
      Wet - 5Y-5/1
      Dry
      -
      5Y-5/1
      Washed
      -
      5Y-6/2
      Skewness
      -5.66
      Sieve
      Number
      Dry Weight (g):
      Comments:
      USCS:
      Elevation (ft):
      SP-SM
      10
      5
      100
      5
      1
      5
      0.1
      0.001
      10
      0.01