1. Depth Vs. Shear Strength
      2. I. Jsl
      3. Shear Strength (psf)

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      , .• PRELIMINARY INVESTIGATIONS OF SUBMERGED AREAS ",,' , ",
      .' ...
      Deliv~;.y
      6rderNumber 0
      i
      '} ,,
      ~ate
      {p
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      &l
      Project '6
      ;J
      w'4fv
      V
      I
      ,
      Location 10 Nurnl;>er,.,,'
      :--:,.-::r~',-_ta""-
      ___,--,--.,,.__
      ,'Tide Staff Readings:
      , , '. Coordinates:
      ·~7-!'~~(,,';:','-'''':::/):'-'lw~~,.-----'--'-­
      , ,,' .. ',' ,,','
      Y
      t
      z).
      :n
      o¢.'f
      'Time
      ,',Reading
      Morning,
      Mici-Day-'--
      Evening _'--_
      ,
      ,---
      "Water Depth'
      ~.i:>'
      "
      ",
      , PipeLength
      l.
      tt
      C3 g, ''
      . .' . .'. .' .'..
      PushNo; 1
      q
      Time9~5g'
      , , ','.,"
      ,.' '"
      , Weight of PipePenetratlon(WOP) iL:Comment,
      SoC+'
      C.
      L'"
      '"
      'One-Hand Push,(40-lb) Depth
      $ .3
      'Commerits-"s""'p""t...:..j-_G=-'-"---,----.,.__
      One-Ham;! Push
      (70-Ib)
      Depth
      S·~
      ",
      CoITlinents-"S:.:.A-'-"'C..,,'-=--_--'---'-__
      :
      .TwQ-Hand'
      ;';[i,
      Push to
      1.'
      Refusal
      ,5 A
      -
      J5t)~<11
      Depth",{)
      ,',
      Coml11ents
      $
      A '",
      .~Xe,/I
      Push
      No.i ' '
      'Tim~
      t
      O~11
      "
      '.' .
      Weight of Pipe Penetration (WOP) ±!L.
      Comment'-c:-.,.:..,.-_'--_~
      __
      , One-Hand Push
      (40~lb)
      Depth'
      $~f,
      Comments,-'-,-"'-..;.(...'--___;-.-__
      One-Hand Push (70-lb) Depth
      lO'D
      "
      Commeilts...
      ,::..').:.:.A"';'.l:OG""L.:o..'_____
      Two-Hand Push to Refusal- DepthG.3
      Comments SA
      ~
      $h.11
      ", :', , .::r
      t'..r ','
      1.
      0
      S A.\- S I.c:.U(oJ
      :to
      1 . <i
      ~:~~ ~~~~n~:e:(rPe~~trometer
      Test?
      ::t-y.::;I!-.5~,
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      " Technk:ian(probe Handler)
      f!\.,\<.e;A
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      . '.,

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      HAND
      CONE PENETRATION
      TEST (CPT)
      Delivery OreJer Number .....
      ~
      ' .....".;p"'-__
      Project .
      i3
      tJ
      I"J
      '4-&1s
      .
      Location ID Number
      .
      :r
      ~
      e:, .
      • Weight of Proving Ring .'
      .. '
      • .
      Time
      'O'.} '{ '.
      .
      Weight of Rod Section
      t1
      Us
      Weight ofRod Penetration,--,S",-,.-=O__
      ~_
      Number of Rods,_'-"1:9
      ....----'__
      Comments,_._________
      ~__'___'"
      ______'_____
      '. '.' End
      Dial No.
      . Comment
      . Depth
      . Rods
      ~
      \.\5
      .
      ~
      ..s..L
      ".~..iL
      .
      '~
      .!J!.k.
      I.. .,
      t:1!...'
      IT
      .I.2?L'
      /.0
      'cI\l
      '"7.3
      ~
      "1.l;.
      ~.
      '7.q
      J.:n.
      .~
      .)'Sg
      S~
      ...
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      .
      i A c.L
      xl
      ~t.,,111
      I
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      !
      --'.
      ~.
      --'----'-
      --' -
      .
      '--'--
      --
      :-'_._
      ....
      "'-"--"---
      --'
      , .End . Dial No.
      Comment
      Depth
      Rods
      --
      -'-.-
      ----------
      ----.------
      -'
      --
      --,
      --.
      "------
      --------
      ----~--
      -----
      .........
      --
      ------------
      -------
      -----:---
      ---.,.-----
      .
      ------ ----:-----
      .
      ----
      -'-
      -------
      ,-
      -----------
      -----~-
      -- --
      -------'"---
      .
      "---
      ._'-'
      ---------
      .--
      --------
      -----'
      ..
      -,~.
      -
      ._'-'-
      -
      '--
      .--
      -- ---.,.------
      --'
      --
      '--
      -----'---
      ---~-:---
      ._'-'
      --
      "-- --,'
      ---------
      Comments..;..'--_______
      -c--_____
      '--~~
      ____

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      "~.'".~'-"~~.~-.~._.~'"_'·
      Hand Cone Penetrometer Test and Analysis:
      RTB 11/8/4
      Project:
      Location:
      Delivery Order #:
      Date
      of Testing:
      HCPT
      ~
      Bay Bottom
      10
      (MLT in It)
      J6
      -1.0
      -1.0
      -1.0
      -1.0
      -1.0
      -1.0
      -1.0
      -1.0
      -1.0
      -1.0
      -1.0
      -1.0
      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 (It) Rods EM-depth (It) Soil Layer (It)
      3
      3
      5.0
      2.0
      3
      3
      5.3
      2.3
      3
      3
      5.6
      0.3
      3
      3
      5.9
      0.3
      3
      3
      6.0
      0.1
      3
      3
      6.3
      0.3
      3
      3
      6.6
      0.3
      3
      3
      7.0
      0.4
      3
      3
      7.3
      0.3
      3
      3
      7.6
      0.3
      3
      3
      7.9
      0.3
      3
      3
      8.0
      0.1
      Total Unit WI.
      Nk
      of Soil (pcf)
      factor
      90
      9
      110
      13
      110
      13
      110
      13
      110
      13
      105
      12
      110
      13
      105
      12
      110
      13
      105
      12
      105
      12
      110
      13
      Ptobln(l Results
      Resistance
      Depth1 ' .
      Depth2 '
      .MLT1'
      MLT2'
      Average
      Weight
      of Pipe
      4.3
      4.0
      -2.3
      -2.0
      -2.2
      1
      HP (40Ibs)
      5..3
      5.8
      -3.3
      -3.8
      -3.6
      1
      HP (70Ibs)
      5.8
      6.0
      -3.8
      -4.0
      -3.9
      2 Hand
      Refusal
      6.6
      6.3
      -4.6
      -4.3
      -4.5
      Total
      Dial
      Dial Conv. Capacity
      shear str.
      Below
      - Elev.
      Stress (psf) Reading
      X(lb)
      q,
      (psi)
      So (pst)
      Mudline (It)
      MLTin It
      180.0
      0
      0.7
      2.7
      23
      2.0
      -3.0
      433.0
      121
      38.7
      40.7
      418
      2.3
      -3.3
      466.0
      87
      28.1
      30.0
      297
      2.6
      -3:6
      499.0
      97
      31;2
      .33.2
      329
      2.9
      -3.9
      510.0
      117.
      37.5
      39.4
      398
      3.0
      -4.0
      541.5
      64
      20.8
      22.8
      228
      . 3.3
      -4.3
      574.5
      98
      31.5
      33.5
      327
      3.6
      -4.6
      616.5
      78
      25.2
      27.2
      275
      4.0
      -5.0
      649.5
      110
      35.3
      37.2
      363