1. u.s. ARMY CORPS OF ENGINEERS
      2. GEOTECHNICAL BORING DATA

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      GEOTECHNICAL BORING DATA
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      BORING NO.
      'lO-59
      DATE: BEGIN
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      COMPLETE
      00/18/90
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      Project
      CHANNEL TO VICTORIA
      SUMMARY OF LABORATORY TEST RESULTS
      VICTORIA, TEXAS
      Boring No.
      SPT
      Dry
      Wet
      Depth
      PP
      Blows
      Visual
      USC
      Mc
      Unit
      Unit
      LL
      S#
      ( It)
      (tsl)
      per
      Classification
      (%)
      Wt
      Wt
      (%)
      Foot
      (pcf)
      (pcf)
      1
      o -
      1.5
      WOP Gray, SILTY SAND, very loose, with shell
      SM
      fraoments
      2
      2 - 4
      Gray,
      SILTY SAND, very loose, with clay and shell
      SM
      24.4
      "
      fraoments
      3
      4t;.1
      Gray, SILTY SAND, very loose, with clay and shell
      SM
      fragments
      4
      S~
      !.-.
      0.25
      Bluish green, SILTY CLAY, soft, with
      calcareous nodules and shell fraaments
      CL
      22.7 101.4 124.5
      5
      8 - 10
      Gray, SILTY SAND, very loose, with clay and shell
      SM
      25.4
      fraoments
      S
      10 - 12
      Brown, bluisn green and dark gray, CLAYEY SILTY
      SM
      20.S
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      SAND very loose, with shell fraoments
      7
      12~
      WOH Brown, SILTY SAND, very loose, with clay and
      SM
      25.8
      shell fragments