1. 2008-10-22 RETL Geotech Report.pdf
        1. II Boring Log

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      October 22, 2008
      Attn.: Mr. Daniel Heilman, P
      .E.
      RETL Job No.: Gl08558
      WEST GALVESTON ISLAND LG. SCALE BEACH NOURISHMENT PROJECT
      South Jetty Borrow Source Area
      Galveston, Texas
      BORING NO.
      GPS
      COORDINATES
      C-Ol
      N.29.33841
      W.94.72652
      C-02
      N.29.33981
      W.94.72643
      C-03
      N.29.33892
      W.94.72394
      C-04
      N
      .29.33793
      W
      .94.72235
      C-05
      N.29.33645
      W.94.72380
      C-06
      N.29.33628
      W.94.72204
      C-07
      N.29.33395
      W.94.72095
      C-08
      N.29.33927
      W.94.71980
      C-09
      N.29.33801
      W.94.72057
      C-lO
      N.29.33691
      W.94.71941
      e-n
      N.29.33475
      W.94.71779
      C-12
      N
      .29.33336
      W
      .94.71779
      C-13
      N.29.33744
      W.94.71832
      C-14
      N.29.33970
      W.94.71677
      C-15
      N
      .29.33820
      W
      .94.71687
      C-16
      N.29.33661
      W.94.71597
      C-17
      N.29
      .33607
      W.94.71563
      C-18
      N.29.33411
      W.94.71399
      C-19
      N.29.33955
      W.94.71420
      C-20
      N.29.33748
      W.94.71338
      C-21
      N.29.33338
      W.94.71127
      C-22
      N.29.33564
      W
      .94.71037
      C-23
      N.29.33239
      W.94.70724
      C-24
      N.29.33759
      W.94.70845
      C-25
      N.29.33560
      W.94.70621
      C-26
      N.29.33506
      W.94.71728
      C-27
      N.29.33483
      W. 94.7161 1
      C-28
      N.29.33711
      W.94.72358
      C-29
      N.29.33742
      W.94.71455
      C-30
      N.29.33811
      W.94.72344
      C-31
      N.29.33493
      W.94.72033
      C-32
      N.29.33541
      W.94.73054
      In addition, forty surface grab samples from onshore and offshore of the Gulf beach along west Galveston
      Island were obtained and delivered to RETL by a representative
      of HDR, Inc. The ground surface
      elevations at the offshore grab sample locations are provided in the table below:
      30f6

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      N
      ~
      V101
      APPROXI
      MATE
      VIBRACORE
      LOCA
      Tlm~
      (
      1992)
      APPROXIMA
      TE
      SOIL BORING
      LOCATlmJ
      (2008)
      APPROXIMA
      TE
      VIBRACORE
      LOCA
      TlmJ
      (2006)
      ;~~~',::~;~S:e~
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      NORTHING
      EASTING
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      13,696,434
      3,330,395
      ®
      13,696,162
      3,336,429
      ©
      13,692,769
      3,337,805
      ®
      13,693,282
      3,332.723
      ®
      13,693,492
      3,331,448
      en
      13,694,395
      3,330
      ,426
      ©
      13,695,190
      3,329,078
      ®
      13,695,521
      3,328,798
      0
      13,695,713
      3,328,795
      ®
      13,696,135
      3,328,81
      1
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      13,696,306
      3,329,220
      @
      BR-22
      LEGEND,
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      BORROW SOURCE AREA
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      SOURCE AREA
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      WEST GALVESTON ISLAND
      END OF SEAWALL BEACH NOURISHMENT
      ."
      PRELIMINARY
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      LOG OF BORING C-05
      SHEET 1 of 1
      Rock Engineering & Testing Lab., Inc.
      6817 Leopard St.
      Corpus Christi, TX 78409
      Telephone: (361) 883-4555
      Fax: (361)883-4711
      CLIENT:
      HDR, Inc.
      PROJECT: Prop. Large Scale Beach Nourishment Project
      LOCATION: S. Jetty
      Borrow Source Area; Galveston, TX
      NUMBER:
      G108558
      DATE(S) DRILLED:
      08/01/08
      -
      08/01108
      FIELD DATA
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      LABORATORY DATA
      ATIERBERG
      LIMITS
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      DRILLING METHOD(S):
      Hollow Stem Auger
      GROUNDWATER INFORMATION:
      SURFACE ELEVATION: -7.8' NAVD
      DESCRIPTION OF STRATUM
      5
      Boring was extended to an elevation of -33.8-feet NAVD during
      the drilling operations.
      Same as above.
      Same as above, dark gray.
      Same as above.
      Same as above, firm.
      Same as above, gray.
      POORLY GRADED SAND, with clay and shell, gray, moist,
      medium.
      Same as above.
      POORLY GRADED SAND, with clay and shell, dark gray,
      moist, loose.
      Same as above,
      medium.
      5
      5
      5
      I CLAYEYSAND, with shell, gray, moist, soft.
      36 l
      78
      POORLY GRADED SAND, with clay and shell, dark gray,
      - -
      ~{~~J~I~'Ey
      SAND,
      wiihsherr;
      dark
      graY;
      verynloiSt,loose-
      J
      24
      29
      32
      25
      25
      59
      26
      N= 3
      N=WOH
      N=19
      N=
      6
      N=
      5
      N-WOH
      N= 21
      N= 11
      N= 25
      N= 3
      N= 12
      N=4
      N= 5
      55
      5-1
      55
      5-2
      55
      5-3
      55
      5-4
      55
      5-5
      55
      5-6
      55
      5-7
      55
      5-8
      55
      ~~~---:-':-IIIII-I=~r-§MQTI~:wrtfiiSii6i[Ci8i'i<9i'ay,very,iiiOTSf;ver;/SOfi::--1
      5-9
      55
      5-10
      55
      5-11
      ~-'-"----+--j--+-+-+--+--1r---I""'="'===U::-:=To"'C=::-;==-=,,--~-----I
      55
      5-12
      55
      5-13
      30
      25
      15
      10
      20
      I REMARKS:
      I
      ,
      Boringdepth and locationwas determinedby HDR, Inc. Boringoperationswere
      ~
      performed by RETL.
      GPS Coord. N. 29.33645 W. 94.72380
      I
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      i2
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      N. STANDARD PENETRATION TEST RESISTANCE
      is'
      P - POCKET PENETROMETER RESISTANCE
      oj
      T - POCKET TORVANE SHEAR STRENGTH
      SL..
      -!
      ---J

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      . Geotechnical Engineering
      . Construction Materials Testing
      PROJECT NAME: West Galveston Island Large Scale Beach Nourishment Project
      CLIENT: HDR, Inc.
      BORING ID.:
      CoOS
      DESCRIPTION: South Jetty Borrow Source Area
      PERCENT SHELL BY WEIGHT (BASED ON #10 SIEVE)
      -7.8'
      TO -9.8'
      -11.8' TO -13.8'
      -15.8'
      TO -17.8'
      -21.8'
      TO -23.8'
      NAVD
      NAVD
      NAVD
      NAVD
      1.58
      0.86
      0.56
      1.20
      ASTM
      %
      FINER BY WEIGHT AFTER REMOVING SHELL
      MESH
      -7.8' TO -9.8'
      -11.8'
      TO -13.8'
      -15.8' TO -17.8'
      -21.8'
      TO -23.8'
      NAVD
      NAVD
      NAVD
      NAVD
      #10
      100.00
      100.00
      100.00
      100.00
      #18
      98.16
      99.15
      99.34
      99.10
      #35
      96.52
      98.47
      98.92
      98.35
      #60
      94.76
      97.39
      98.38
      72.61
      #70
      93.55
      95.51
      97.34
      N/A
      #100
      74.24
      55.73
      77.21
      N/A
      #120
      18.46
      14.58
      18.63
      27.93
      #170
      6.74
      6.22
      6.76
      24.77
      #200
      5.42
      5.24
      5.16
      24.19
      STATISTICS (EXCLUDING SHELL)
      MEDIAN GRAIN
      0.15
      0.16
      0.15
      0.19
      SIZE
      (mm)
      MEAN GRAIN SIZE
      0.15
      0.16
      0.15
      N/A
      (mm)
      SORTING (1'1)
      0.37
      0.35
      0.30
      N/A
      'The -#10 material was utilized as the total sample for Grain Size Distribution Curve calculations.

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      .
      Geotechnical Engineering
      .
      Constrnction Materials Testing
      PROJECT NAME:
      West Galveston Island Large Scale Beach Nourishment Project
      CLIENT:
      HDR, Inc.
      BORING ID.:
      CoOS
      DESCRIPTION:
      South Jetty Borrow Source Area
      PERCENT SHELL BY WEIGHT (BASED ON #10 StEVE)
      -23.8' TO -25.8' NAVD
      -31.8' TO -33.8' NAVD
      N~
      N~
      ASTM
      %
      FINER BY WEIGHT AFTER REMOVING SHELL
      MESH
      -23.8' TO -25.8' NAVD
      -31.8' TO-33.8' NAVD
      #10
      N/A
      N/A
      #18
      N/A
      N/A
      #35
      N/A
      N/A
      #60
      N/A
      N/A
      #120
      N/A
      N/A
      #170
      N/A
      N/A
      #200
      78.00
      36.40
      STATISTICS (EXCLUDING SHELL)
      MEDIAN GRAIN SIZE
      N/A
      N/A
      (mm)
      MEAN GRAIN SIZE
      N/A
      N/A
      (mm)
      SORTING (0')
      N/A
      N/A
      *C-05; -23.8' to -25.8' NAVD and C-05; -31.8' to -33.8' NAVD were only passed through the -#200 sieve.

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      U.S. SIEVE OPENING IN INCHES
      I
      U.S. SIEVE NUMBERS
      I
      HYDROMETER
      6
      4
      3
      2 1.5
      13/4 1/2
      3/8
      3
      6
      810 14
      16
      20 30 40 50 60 100
      140200
      100
      I
      I
      I
      I
      I
      I
      I
      95
      "1
      90
      85
      80
      75
      70
      ... 85
      :r:
      g 60
      ~
      co
      >-
      55
      a::
      UJ
      50
      u:
      z
      ...
      z
      45
      UJ
      ~
      40
      a.
      UJ
      35
      30
      25
      20
      15
      10
      5
      0
      ~
      100
      10
      1
      0.1
      0.01
      0.001
      GRAIN SIZE IN MILLIMETERS
      I COBBLES
      GRAVEL
      SAND
      I
      SILT OR CLAY
      ~
      coarse
      fine
      coarse
      medium
      I
      fine
      I
      ~
      Specimen ID
      Depth
      Classification
      LL
      PL
      PI
      Cc
      Cu
      w
      ~
      n,
      ~.
      CoOS
      (-7.8' to -9.8NAVD)
      Borrow Area (-7.8' to -9.8' NAVD)
      1.20
      1.46
      >-
      ~
      ~
      0
      z
      -c
      ~
      Specimen ID
      Depth
      D100
      D60
      D30
      D10
      %Gravel
      %Sand
      %Silt
      %Clay
      m
      w
      w
      ~.
      CoOS
      (-7.8' to -9.8NAVD)
      2
      0.143
      0.13
      0.098
      0.0
      93.0
      5.0
      o
      "'
      ur
      o
      ~
      S
      c,
      0
      c;
      c,
      m
      fi\
      ~
      GRAIN SIZE DISTRIBUTION
      cc
      0
      "
      ~
      •.
      Rock Engineering & Testing Lab., Inc.
      w
      6817 Leopard 51.
      Project: Prop. Large Scale Beach Nourishment Project
      t;
      "'
      Corpus Christi, TX 78409
      ~
      Telephone: (361) 883-4555
      Location: South Jetty Borrow Source Area; Galveston, Texas
      Fax: (361) 883-4711
      o
      Number: G108558
      "'
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      U,S. SIEVE OPENING IN INCHES
      1
      U.S.SIEVENUMBERS
      I
      HYDROMETER
      6
      4
      3
      2 1.5
      1
      3/4
      1/2
      3/8
      3
      6
      8
      1014 16
      20 30 40 50 60
      100
      140200
      100
      1
      1
      I
      I
      I
      ""1
      95
      90
      85
      80
      75
      70
      I-
      65
      J:
      :s
      >-
      ur
      ~
      60
      55
      OJ
      '"
      w
      50
      u:
      z
      I-
      45
      1i
      ur
      z
      40
      a.
      ur
      35
      30
      25
      20
      15
      10
      5
      0
      100
      10
      . 1
      0.1
      0.01
      0.001
      GRAIN SIZE IN MILLIMETERS
      COBBLES
      GRAVEL
      SAND
      SILT OR CLAY
      coarse
      fine
      coarse
      medium
      I
      fine
      Specimen ID
      Depth
      Classification
      LL
      PL
      PI
      Cc
      Cu
      C-05 (-11.8' to -13.8' NAyD)
      Borrow Area (-11.8' to -13.8' NAVD)
      1.10 1.49
      -c
      Specimen ID
      Depth
      D100
      D60
      D30
      D10
      %Gravel
      %Sand
      %Silt
      %Clay
      ~.
      C-05 (-11.8' to -13.8' NAYD)
      2
      0.156
      0.134
      0.104
      0.0
      94.0
      5.0
      ~
      ~
      c,
      c,
      ~
      ro
      tn
      :g
      to
      GRAIN
      SIZE
      DISTRIBUTION
      0
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      •.
      Rock Engineering & Testing Lab., Inc.
      w
      6817 Leopard SI.
      Project Prop. Large Scale Beach Nourishment Project
      "'
      Corpus Christi, TX 78409
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      Telephone: (361) 883-4555
      Location:
      South Jetty Borrow Source Area; Galveston, Texas
      ~
      Fax: (361)883-4711
      o
      Number: G108558
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      ~
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      U.S. SIEVE OPENING IN INCHES
      I
      U.S. SIEVE NUMBERS
      I
      HYDROMETER
      6
      4 3
      2 1.5
      1 3/4
      112
      3/8
      3
      6
      aiD 14
      16
      20 30 40 50 60
      100
      14
      0200
      100
      I
      I
      I
      II
      I'
      I
      I~
      95
      1\
      90
      85
      80
      75
      70
      I- 65
      J:
      :s:
      w
      ~
      60
      >-
      55
      OJ
      '"
      w
      50
      u:
      z
      I- 45
      z
      w
      ~
      40
      ur
      a.
      35
      30
      25
      20
      15
      10
      5
      ~
      0
      ~
      100
      10
      . 1
      0.1
      0.01
      0.001
      GRAIN SIZE IN MILLIMETERS
      "
      S
      I
      GRAVEL
      SAND
      "
      COBBLES
      I
      I
      fine
      SILT OR CLAY
      ~
      coarse
      fine
      coarse
      medium
      c,
      ~
      Specimen ID
      o
      Depth
      Classification
      LL
      PL
      PI
      Cc
      Cu
      w
      ~.
      c,
      C-05
      (-15.8' to
      -17.8'
      NAVD)
      Borrow Area (-15.8' to -17.8' NAVD)
      1.21
      1.45
      !Z
      a
      w
      ~
      ~
      "
      0
      z
      -c
      o
      ~
      Specimen ID
      Depth
      D100
      D60
      D30
      D10
      %Gravel
      %Sand
      %Silt
      %Clay
      w
      co
      w
      C-05
      (-15.S'to-17.8'NAVD)
      ~.
      2
      0.142
      0.129
      0.098
      0.0
      94.0
      5.0
      o