1. Depth Vs. Shear Strength
      2. Shear Strength (psf)

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      PRELiMINARY INVESTiGATIONS OF SUBMERGED AREAS
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      Anal
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      RTB
      11/8/4
      Probina Results
      Project:
      Aransas National Wildlife Ref. - I
      Resistance
      Depth1 '
      Depth2 '
      MLT1'
      MLT2'
      Average
      Location:
      Dunham Bay located outside of I
      ,
      Weight of Pipe
      2.9
      4.4
      -0.9
      -2.4
      -1.7
      ,
      Delivery Order #:
      0023
      1 HP (40Ibs)
      3
      5.6
      -1.0
      -3.6
      -2.3
      Date
      of Testing:
      10/20104
      to
      10/22104
      1 HP (70Ibs)
      5.9
      6.0
      . -3.9
      -4.0
      -4.0
      2
      Hand Refusal
      6.5
      7.5
      -4.5
      -5.5
      -5.0 -
      HCPT - Bay Bottom
      Water
      #of
      Rod
      Thickness
      Total Unit WI.
      N,
      Total
      Dial
      Dial Conv. Capacity
      shear str.
      Below
      - Elev.
      ID
      (MLT in It)
      Depth (ft) Rods
      End-depth
      (It) Soil Layer (ft)
      of Soil (pcl)
      factor
      Stress (psf) Reading
      X(lb)
      q, (psi)
      Su (psI)
      Mudllne
      (tt)
      MLT in
      tt
      J11
      -0.4
      2.4
      3
      4.0
      1.6
      90
      9.
      144.0
      0
      0.7
      2.7
      27
      1.6
      -2.0 -
      -0.4
      2.4
      3
      4.3
      1.9
      105
      12
      343.5
      55
      18.0
      20.0
      211
      1.9
      -2.3
      .
      -0.4
      2.4
      3
      5.0
      0.7
      90
      9
      406.5
      0
      0.7
      2.7
      -3
      2.6
      -3.0
      -0.4
      2.4
      3
      5.6
      0.6
      100
      11
      466.5
      26
      8.9
      10.8
      99
      3.2
      -3.6
      .
      -0.4
      2.4
      3
      5.9
      0.3
      105
      12
      498.0
      52
      17.1
      19.0
      187
      3.5
      -3.9
      -0.4
      2.4
      3
      6.0
      0.1
      105
      12
      508.5
      51
      16.7
      18.7
      182
      3.6
      -4.0
      -0.4
      2.4
      3
      6.3
      0.3
      110
      .
      13
      541.5
      82
      26.5
      28.4
      273
      3.9
      -4.3
      -0.4
      2.4
      3
      6.6
      0.3
      110
      13
      574.5
      90
      29.0
      31.0
      299
      4.2
      -4.6
      -0.4
      2.4
      3
      6.9
      0.3
      110
      13
      607.5
      154
      49.1
      51.1
      519
      4.5
      -4.9 -
      -0.4
      . 2.4
      3
      7.0
      0.1
      110
      13
      618.5
      256
      81.2