1. (D••er ip';_)

      alt
      HOLE NO
      3ST-4
      .-
      ~.
      1. PROJECT
      DEPARTMENT OF THE ARMY
      NASA Channel, Clear Creek, T
      ;,rk
      ET
      OF
      DIVISION
      Southwestern
      2. LOCATION
      (COOrd,,..r •• or :sur .... )
      INSTALLATION
      Galv Dist,
      En~
      Div
      Sta.
      20/00
      Tide 2.2 @ 10:00
      DRILLING
      LOG
      3. ORILLING AGENCY
      U. S. Army Corps of Engineers
      u,
      HOLE NO.
      (A.'•• "-"
      0" tlr •• ,n, rHI. 0""
      ",.
      N0.)
      5.
      NAME
      OF DRILLER
      3ST-4
      Black
      6.
      DIRECTION OF HOLE
      7. THICKNESS
      lB. DEPTH
      9.
      TOTAL
      c::J VERT ICAl
      c.:J INCLINED
      ~;:~:~:l·1TH
      OF OVER-
      DR ILLEO
      DEPTH
      OF
      17
      5
      BuRDEN
      INTO ROCK
      HOLE
      10. SIZE AND TYPE OF BIT
      11. DATUM FOR £lEVU ION SHOWN
      112. MANUFACTURER.S DESIGNATION OF DRILL
      Shelby Tube - 3"
      (T8M
      or
      MSL)
      13. TOTAL NO. OF OVERBURDEN SAMPLES TAKEN
      114. TOTAL
      115.
      £lEV.
      16.
      A
      HOL
      o • U•• tO 2
      UN.,,, •••'0 3 Cant
      I
      :~x,~ORE
      GROUND
      I
      SI
      ~'''jt.n
      'f":J\l,i''l962
      Jars
      WATER
      17.
      £lEV. TOP OF HOLE
      lB. TOTAL CORE RECOVERY FO.
      19.
      SIGNATURE OF INSPECTOR
      #b••
      BORING (S)
      nEVAT ION DEPTH LEGEN
      CLASSIFICATION OF MATERIALS
      M~=
      I;~pr~
      (IIrHlJn, ri••••hr
      I ....
      tI.",,.
      of
      (D••
      er
      ip';_)
      ••• tlterln" .re.,
      JI
      o.,nUJc...'>
      0.0
      2.2
      6.0
      10.0
      12.5
      15.0
      ENG FORM
      , MAR 61
      2.2 -
      -
      6.0....::
      -
      -
      10.0
      12.5_
      -=
      ,:
      -=
      15.0:
      17.5-
      -=
      :
      -=
      :
      -
      -::
      -
      -=
      :
      :
      -:
      -
      :
      -:
      -
      -=
      :
      -
      ::
      -
      -:
      -
      -:
      -
      :
      -=
      .::
      ..::
      -
      -:
      :
      ....::.
      :
      :
      -::
      :
      -
      1836
      0.0
      Water
      Gray mucky silty clayv/soft
      -3
      .~.
      Tube penetrated under weight a
      kelly
      -
      ?~f
      Gray mucky silty clay, v/soft
      .-
      -~(,'
      Tube penetrated under weight a
      _;_. ,I
      t.,
      kelly and 5'
      rod
      ~~-.--
      -/tJ..3
      Gray sticky silty clay
      tr of shell, soft
      -/2..8
      Gray sticky silty clay, soft
      15'.':'
      Gray sticky silty clay, soft
      Bottomed in above
      Water
      2.2
      (EM
      lUOel~1801)
      TRANSLUCENT
      PREVIOUS EDITION MAY BE USED
      UNTIL .EXHAUSTED.
      ERY
      NO.
      =
      Jar 1
      =-
      -
      Jar 2
      ~
      f-.-
      1-
      ~
      Cant.
      1
      0.25
      f::-
      r-
      Cant. 2
      0.25
      f=
      Cant.
      3
      0.25
      I-
      ~
      f:...
      I-
      I=-
      I-
      I-
      ~
      :-
      =-
      .}b~
      -
      I=--
      I-
      ~
      I=--
      f=
      I=-
      ~
      I-
      f=
      f::""
      I=-"
      l-
      ~
      I=-
      ~
      .=
      =-
      -
      =-
      :-
      PROJECT NA SA CHANNEL
      HOLE 10.
      ~

      alt
      I
      ,
      I
      I
      I
      1
      I
      I
      I
      I
      I
      !
      , 1
      I
      i
      'I
      1
      I
      I'
      1
      I
      1
      I
      -----
      4::;1
      ~:;t;
      SWDGL Report No. 7919
      SWD
      Hole
      Sample
      '
      Depth,
      No.
      No.
      Feet
      3ST-l S-12849
      3.5 -
      7.5
      Type
      of
      8ample
      /
      Jar /
      Jar
      4::~
      ~:s-
      ~
      ...t;
      -~-~:
      4:;f
      -
      .:...
      ~~;;
      TABLE NO.1
      NASA Clear Lake Channel
      Results of Tests of Foundation
      ~~terials
      Natural Conditions
      Mechanical
      Water
      Dry
      Pocket
      Analysis
      Limits Content
      DenSity
      Penetrometer,
      Gr
      8a Fi
      LL
      PI
      10
      Lbs/cu.ft.
      tsf
      Classification
      '01.-"_ j9.L_
      Dk.gray
      CLAY(CL).(V/S~r)
      S-12850'
      S-12851
      I.:2 - 10.0,
      10.0 - 12.5'
      ST /----,.-'
      4,a.Q
      _
      __-
      me.gray CLAY(CL). \;,;",++
      21.7
      107
      2.75
      Gray and yellow
      CLA~{CH), ve~y
      stiff.
      68 16
      88.0
      Gray CLAY(CH).(vfsoY ,
      ,
      38
      16
      _l+f:r::-'
      Dl<: •gray sandy CLAY(CL).1
      vl';,~)
      41 16
      7it,1
      ,
      ':.-.
      Dk.gray CLAY(CJ:,).
      '
      (,;jse)
      c
      37
      W~~~"2:
      106
      2.5__
      ._.-.GrJ!.y~an~~,:~sh-yell~_~Y(CJ,J),
      very s'tiff.
      ...
      ,.,_~_,_~.
      ____
      '--=_n~
      34 13
      3U~·---,·'·c---'-
      "Dk:g~~~:~dY _~~, f~_~~.":l1~
      "
      18 82
      24 76
      18
      82
      l\i-
      85
      23'77
      38T-3 8-12856
      3.7- 8.0
      Jar
      6(',,~
      <:1,"'\(....)
      8-12~21
      Jh9.-::-1.0.,o
      Jar
      ,,,,,,_4:§
      vls.~L I-\v'~1
      43.4
      43,.4
      , Dk.gray CLAY(CL).
      Dk .gra:L9Jdl.X(CL)
      38T...4
      3dT-5
      j
      38T-6
      J
      38T-7
      8-),.2858
      10.0 - 12.5
      ST
      6i'Q,11
      '-1.~(tH)
      ,
      Z't "1':4;«"
      8-12859
      2.3 - 6.0-
      8-12860
      6.0 - 10.0-
      S-12861, 10.0 - 12.5_
      Jar
      Jar
      8T
      6o,,-~
      (1.'1<'''')
      ~9
      vlS"-'il
      """1
      C
      I
      &~'-~
      )
      31 ' ">011
      24.4
      46.3
      52.5
      "37.1
      ,
      102,
      2.5
      82
      0.25-
      S-12862
      '3.5 - 6.0
      Jar
      49.2
      8-12863
      6.0 -' 8.5
      Jar
      (,,.0,1 Cl"1«I-)
      57.3 _,/",,,
      --
      -'
      8-12864
      8.5 - 11._0
      Ja,L..
      ~,.
      ____
      7'1
      vIS~H )_~~:~~,c........55.&.._,,,:,,:,
      ____.:'_"_,____
      ~~~"'~_
      S-12865
      11.0 - 13.0
      'ST
      '6"''''1
      (\"1'<-'-)
      54.1
      69.3
      0.25+
      5'/
      So~~
      ,
      ,
      ,
      Dk.gray CLAY(CL).
      Dk.grayCLAY(CL).
      ~ay
      CLAY(CL).
      Dk.gray CLAY(CL),
      8-12866
      4.0
      -
      .8.0
      Jar
      ____,_'
      '_~~":.1(\~'1L(~)'-lrv/),(+! ~'ii_~(
      __.___-____.___,..::,..,___
      J?!hgr§,Y CLAy(cHI'
      S-12867
      8.0 - 10.0
      Jar
      0 10 90
      45 1247.9
      -
      ,-
      Dk.gray CLAY(--
      S':'12868
      10.0 - 12.5
      Jar
      (,"'q
      C\~~(~
      ..)
      41.8
      Gray CLAY(CL).
      S-12869
      12.5 ,;. 15.0
      Jar
      '-IS VhoH-
      kS,,(1
      41.2
      Gray CLAY(CL). , '
      S-12870
      4.0 - 8.0
      S-12871
      8.0 - 10.0
      o 13 87
      3 14 83
      65
      14
      42
      11
      -
      Dk.gray CLAY(CH).
      Dk .gra;)' CLAY(CL) •
      Dk.gray CLAY(CL).
      soft.
      8-12872 - 10.0 - 12.0
      S-12873
      12.0 - 14.0
      Jar
      Jar
      Jar
      ST
      79.9
      40.5
      40'.5
      26.7
      99
      1.25
      Red and gray CLAY (CH),
      3ST-8
      8-12874
      4.2 - 8.0
      8.0
      - 10.0
      10.0 - 12.5
      Jar
      Jar
      Jar
      42.6
      42.6
      36.6
      ,-
      , Dk.gray CLAY(CL).
      j
      S-12875
      S-12876
      Dk.gray CLAY(CL).
      Dk.gray CLAY(CL).
      Dk.gray CLAY(CH).
      Dk.gray CLAY(CL).
      stiff.
      38T-9 S-12877
      8-12878
      8-12879
      S-12880
      4.5 - 7.0
      7.0 - 10.0
      10.0 - 12.5
      12.5
      - 15.0
      Jar
      Jar
      ST'
      ST-
      1
      32 67
      o
      9 91
      28 13
      56 13
      116.3
      40'.3
      24.6
      28.7
      103
      96
      0.5
      1.5
      Gray sandy CLAY(CL), medium consistency.
      Greenish-gray CLAY(CH), stiff.

      alt
      alt