1. 2008-10-22 RETL Geotech Report.pdf
        1. II Boring Log
        2. Boring Logs C-01 to C-32
        3. IV. Summary Sheets for C-01 to C-32
        4. VI. Grain Size C-01 to C-32

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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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      TOE
      N
      ~
      V101
      APPROXI
      MATE
      VIBRACORE
      LOCA
      Tlm~
      (
      1992)
      APPROXIMA
      TE
      SOIL BORING
      LOCATlmJ
      (2008)
      APPROXIMA
      TE
      VIBRACORE
      LOCA
      TlmJ
      (2006)
      ;~~~',::~;~S:e~
      ~~~~~ ~~U~3;)
      POl
      m
      NORTHING
      EASTING
      0
      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
      ©
      13,696,306
      3,329,220
      @
      BR-22
      LEGEND,
      .C32
      .2
      ~J
      BORROW SOURCE AREA
      "
      TOE
      6
      M
      AGNETOMETER
      NJO
      MAUES
      WERE LOCA
      TED
      BY
      P
      BS&J DURING
      FE
      BRUARY 2008
      SOUT
      H
      JETTY BORROW
      SOURCE AREA
      ----------;1--------
      11
      1N~OU
      T~
      ES~
      .
      __
      _
      ~
      7-
      1
      -------
      1
      RE
      FER T
      O NO
      TES
      ON SH
      EET
      C
      101
      ----_~-'
      1
      2
      - - - - - - -
      -.J___
      I
      '
      E
      LEVATlm, co,
      nOURS
      ARE IU
      FT
      I'---~-_
      /-
      ~
      -
      R
      EFERErKED
      TO NAVD88
      "14
      o
      ~_,,
      __
      -,~
      .
      =
      ....
      iW
      ~
      WEST GALVESTON ISLAND
      END OF SEAWALL BEACH NOURISHMENT
      ."
      PRELIMINARY
      .9
      GULF OF MEXICO
      .CHI
      2
      ~
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      ee26
      ec1$
      BR-l
      em?
      SOUT
      HJETTYJ
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      :C~
      EUOTH
      J~ B~uRROW
      SOURCE AREA
      Qd
      I""""'"i
      .5
      .C31
      eC07
      @8R-27
      2
      1~_.~
      @~
      BR~9-
      ~'7.
      eC06
      ~
      _1~C17
      eC05
      10/
      17/08
      DA
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      0/20/08
      @BR-19
      @BR-24
      o
      ISSUE
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      ECT
      MMJAGER DNJIEL J,
      HE
      ILMAN
      DRAW~
      J
      BY BRUC
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      L, JACKSmJ
      CHECK
      ED B
      Y
      LAUREN
      AUGUS
      TI~J
      @8R-16
      @BR-25
      @8R-2.2
      @8R-23
      @BR-17
      lil~
      SHINER
      MOSELEY
      @8R-18
      APFFEL PARK
      BR-3@~-~
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      ~
      smllh
      Ma
      rine
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      e rvices
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      LOG OF BORING C
      -
      01
      SHEET 1 of 1
      ..,0, •
      CLIENT:
      HDR, Inc.
      q,'
      >
      Rock Engineering &Testing
      Lab., Inc.
      PROJECT:
      Prop. Large Scale Beach Nourishment Project
      ~t;
      If~
      e"'~
      )',
      6817 Leopard 5t.
      a:
      I
      Corpus Christi, TX 78409
      LOCATION: S. Jetty Borrow Source Area; Galveston, TX
      ~o~ ~
      Telephone: (361) 883-4555
      NUMBER:
      G108558
      ~)'o
      (.p~~
      Fax: (361) 883-4711
      /ii)'
      ~
      DATEIS) DRILLED:
      08/01/08
      -
      08/01108
      FIELD DATA
      LABORATORY DATA
      DRILLING METHOD(S):
      ATTERBERG
      Hollow Stem Auger
      z
      5'
      0
      LIMITS
      !;i
      ,.
      §:
      >
      e;
      GROUNDWATER INFORMATION:
      ~
      >:a
      t-
      GS
      ur
      2S
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      c
      0:
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      t::
      ;;;
      iii
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      t-
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      ~:t:E
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      en
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      c,
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      ozz~::.::
      "-w"'
      "'
      SURFACE ELEVATION: -14.7' NAVD
      ~
      >
      ::;
      c,
      c,
      ::J
      6
      "
      "
      "
      ffi~f?a:::<J
      6
      >- ::J
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      Oil
      Ci\
      «
      zli~~fE
      0:0
      :;;
      DESCRIPTION OF STRATUM
      sa
      "'
      "
      LL
      PL
      PI
      o c,
      u"'
      5
      10
      t
      15
      55
      POORLYGRADEDSAND,with clay and shell, dark gray,
      5-1
      N= 4
      25
      --
      5
      ,,",m<:li~t,..!o.!'~,-
      _______________________ ../
      -----
      ---- --
      --
      --
      55
      SILTY CLAYEY SAND, with shell, dark gray, moist, medium.
      5-2
      N= 11
      27
      13
      55
      Same as above.
      20
      5-3
      N= 10
      I:' .
      55
      Same as above, loose.
      5-4
      N=9
      27
      11
      55
      SILTY CLAYEY SAND, with shell fragments, dark gray, very
      5-5
      N= 3
      31
      18
      moist, very loose.
      25
      55
      Same as above.
      5-6
      N= 0
      55
      Same as above.
      8-7
      N=WOH
      55
      SILTY CLAYEY SAND. with shell fragments, dark gray, moist,
      30
      8-8
      N=WOH
      very loose.
      55
      N= 20
      Same as above, medium.
      5-9
      55
      N= 1
      Same as above, very ioose.
      5-10
      35
      58
      N= 2
      SILTY CLAYEY SAND, with shell fragments, dark gray, moist,
      8-11
      I IVery loose.
      /
      Boring was extended to an elevation of -35.7-feet NAVD during
      the drilling operations.
      l-
      N - STANDARD PENETRATION TEST RESISTANCE
      REMARKS:
      ,
      P - POCKET PENETROMETER RESISTANCE
      Boring depth and location was determined by HDR, Inc.
      Boring operationswere
      ,
      T - POCKET TORVANE SHEAR STRENGTH
      performed
      GPS Coord.
      by
      N.
      RETL.
      29.33841 W. 94.72652
      o
      u,
      §

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      . Geotechnical Engineering
      . Construction
      Materials Testing
      PROJECT NAME: West Galveston Island Large Scale Beach Nourishment Project
      CLIENT: HDR, Inc.
      BORING ID.:
      c-or
      DESCRIPTION: South Jetty Borrow Source Area
      I
      PERCENT SHELL BY WEIGHT (BASED ON #10 SIEVE)
      I
      -14.7' TO -16.7'
      -16.7'
      TO -18.7'
      -20.7'
      TO -22.7'
      -22.7' TO -24.7'
      NAVD
      NAVD
      NAVD
      NAVD
      1.80
      1.47
      0.13
      N/A
      ASTM
      %
      FINER BY WEIGHT AFTER REMOVING SHELL
      -14.7' TO -16.7'
      -16.7'
      TO -18.7'
      -20.7' TO -22.7'
      -22.7'
      TO -24.7'
      MESH
      NAVD
      NAVD
      NAVD
      NAVD
      #10
      100.00
      100.00
      100.00
      N/A
      #18
      97.10
      98.67
      99.78
      N/A
      #35
      95.30
      97.74
      99.54
      N/A
      #60
      90.39
      96.51
      99.02
      N/A
      #120
      18.56
      27.37
      25.75
      N/A
      #170
      6.71
      16.81
      14.29
      N/A
      #200
      4.83
      13.15
      11.27
      18.00
      STATISTICS (EXCLUDING SHELL)
      MEDIAN GRAIN SIZE
      (rnm)
      0.18
      0.18
      0.17
      N/A
      MEAN GRAIN SIZE
      (mm)
      0.17
      0.15
      0.16
      N/A
      SORTING «(I)
      0.63
      N/A
      N/A
      N/A
      'COO 1; -22.7' to -24.7' NAYO was only passed through the -#200 sieve.
      'The -#10 material was utilized as the total sample for Grain Size Distribution Curve calculations.

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      c
      U,S, SIEVE OPENING IN INCHES
      I
      U,S. SIEVE NUMBERS
      I
      HYDROMETER
      6
      4
      3
      2 1.5
      1 3/4
      1/2
      3/8
      3
      4 6
      8
      10
      14
      16
      20 30 40 50 60 100
      14
      0200
      100
      I
      I
      I
      I
      I,
      I
      'I
      I
      I
      95
      :F:
      I'L
      90
      85
      80
      75
      70
      >-
      65
      :r:
      >2
      60
      LU
      5:
      >-
      co
      55
      tr
      LU 50
      z
      Ii:
      z
      >-
      45
      LU
      ~
      40
      LU
      0-
      35
      30
      25
      20
      15
      10
      5
      a
      100
      10
      . 1
      0.1
      0.01
      0.001
      GRAIN SIZE IN MILLIMETERS
      r
      COBBLES
      1
      GRAVEL
      SAND
      SILTORCLAY
      coarse
      fine
      coarse
      medium
      I
      fine
      Specimen 10
      Oepth
      Classification
      LL
      PL
      PI
      Cc
      Cu
      C-Ol (-14.7' to -16.7' NAVD)
      Borrow Area (-14.7' to -16.7' NAVD)
      1.06
      1.91
      Specimen 10
      Depth
      0100
      060
      D30
      010
      %Gravel %Sand
      %Silt
      %Clay
      ~.
      C-01 (-14.7' to -16.7' NAVD)
      2
      0.187
      0.139
      0.098
      0.0
      93.0
      5.0
      -c
      ~
      c,
      <L
      ~
      to
      GRAIN SIZE DISTRIBUTION
      §
      ~
      •.
      Rock Engineering & Testing Lab., Inc.
      N
      w
      6817 Leopard St.
      Project: Prop. Large Scale Beach Nourishment Project
      i5
      Corpus Christi, TX 78409
      z
      Telephone: (361) 883-4555
      Location: South Jetty Borrow Source Area; Galveston, Texas
      ~
      Fax: (361) 883-4711
      o
      Number: G108558
      if>
      "
      a
      <L
      "'

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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 1/2
      3/8
      3
      6
      8
      10
      14
      16
      20 30 40 50 60
      100
      140200
      100
      I
      I
      I
      II
      I'
      1
      95
      1'1
      90
      85
      80
      75
      70
      f- 65
      I
      >2
      60
      ;;:
      LU
      >-
      co
      55
      '"
      LU 50
      z
      u:
      f- 45
      z
      LU
      ~
      40
      LU
      a.
      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
      SILT OR CLAY
      coarse
      fine
      coarse
      medium
      I
      fine
      Specimen 10
      Depth
      Classification
      LL
      PL
      PI
      Cc
      Cu
      C-Ol (-16.7' to -18.7' NAVD)
      Borrow Area (-16.7' to -18.7' NAVD)
      Specimen 10
      Depth
      0100
      060
      030
      010
      %Gravel %Sand
      %SiIt
      %Clay
      C-Ol (-16.7' to -18.7' NAVD)
      2
      0.173
      0.129
      0.0
      85.0
      14.0
      GRAIN SIZE DISTRIBUTION
      ~
      •.
      Rock Engineering & Testing Lab., Inc.
      6817 Leopard St.
      Project:
      Prop. Large Scale Beach Nourishment Project
      Corpus Christi. TX 78409
      Telephone: (361) 883-4555
      Location: South JettyBorrow Source Area; Galveston, Texas
      Fax: (361) 883-4711
      Number: Gl08558

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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
      1/2
      3/8
      3
      6
      8
      10
      14
      16
      20 30 40 50 60
      100
      140200
      100
      I