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

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      PREl.IM1NARYINVEST1GAT10NS OF SUBMERGED AREAS.
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      Delivery OrdefNUrTlbeJO;.J .' ...... .,.... Date
      lof;oti!
      ..
      Project
      A
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      fuji<
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      .. ' LocationlD Number
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      . :C6ordinates:
      KJ."3""1;-6-'J,"',..c-;~---,,-----
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      Time
      Reading
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      (3.,1.36'3"
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      Water Depth ',,1. If '. ...... MidcDay .__
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      ~ipe
      Length .'
      10 .-
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      " .. "
      .PushNo.1 .' ...• :
      Tim!33'~SJ
      "'Weight of P.ipe Penetration (WOP)
      '3, \:
      Comment sA
      ., One-Hand push
      (40~lb)
      Depth'"
      3.
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      Push No, 2
      . Time
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      13:
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      .... Weight of PipePenetr-ation (WOP)
      3.
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      ... Hand Proving Ring Penetrometer Test? yd •
      Hand Vane Shear Test?. ... .' '.
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      ................ Technician (Probe Handler) fY\', $<.{I., .... '.
      .. '.
      Recorder
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      ,HAND,CONE PENETRATION TEST (CPT)
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      Weigh(of
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      Weight of Rod Section
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      Weight of Rod
      penetratl~n_:_'-,~,-,.,-,o_'
      _____ 'Number Qf
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      Commenfu,__
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      Hand Cone Penetrometer Test and Analysis:
      RTB 11/8/4
      Project:
      Location:
      Delivery Order
      #:
      Date 01 Testing:
      HCPT
      - Bay Bottom
      ID
      (MLT in
      It)
      J12
      -0.3
      -0.3
      .0.3
      ,-0.3
      -0.3
      -0.3
      Aransas National Wildlife Ref. - BUS Site "J"
      Dunham Bay located outside of Rockport, TX
      0023
      10/20/04
      to 10/22104
      Water
      #,of
      Rod
      Thickness
      Depth
      (tt)
      Rods End-depth
      (It)
      Soil Layer
      (tt)
      2.4
      3
      4.0
      1.6
      2.4
      3
      4.3
      1.9
      2.4
      3
      5.6
      1.3
      2.4
      3
      5.9
      0,3
      2.4
      3
      6.0
      0.1
      2.4
      3
      6.1
      0.1
      .
      '-----
      ,
      ------
      Total Unit Wt.
      Nk
      of Soil (pcf)
      factor
      90
      9
      100
      11
      90
      9
      100
      11
      110
      13
      1,10
      13
      0.l.
      ~
      Probina,Results
      Resi$tance
      Depthl "
      Depth2 '
      MLT1'
      MLT2'
      Average
      Weight of Pipe
      3.1
      3.0
      -1.0
      -0.9
      -1.0
      1 HP (40Ibs)
      3.4
      4.0
      -1,3
      -1.9
      -1.6
      1
      HP (70Ibs)
      3.5
      5.8
      -1.4
      -3.7
      -2,6
      2 Hand Refusal
      5.6
      6.0
      -3.5
      -3.9
      '
      -3.7
      ' Total
      Dial
      Dial Conv. Capacity
      shear str.
      Below
      - Elev.
      Stress (psf) Reading
      X(lb)
      q,
      (psi)
      Su (psI)
      Mudline (It) MLT
      in
      It
      144.0
      0
      0.7
      2,7
      27
      1.6
      -1.9
      334.0
      25
      8.6
      10.5
      107 ,
      1,9
      -2.2
      451.0
      0
      0.7
      2.7
      -8
      3,2
      -3.5
      481,0
      31
      10.5
      12.4
      119
      3.5
      -3.8
      I
      492.0
      162
      51,6
      53.6
      556