Hydro Bandar HALIM

download Hydro Bandar HALIM

of 18

Transcript of Hydro Bandar HALIM

  • 8/18/2019 Hydro Bandar HALIM

    1/18

    Project SOIL INVESTIGATION

    Location Bandara Halim Perdana Kusuma

    Job no - Date 26/3/2014

    Tested By Imr Checked By WW

    Hole No. : DB.1 / UDS.1 Sample Type : UDS

    Depth : 3.00 - 3.50 m Sample Description : Silty CLAY

    SIEVE ANALYSIS (ASTM D 1140-00)

    Initial weight of dry soil : 43.89 g

    Sieve Sieve Wt. Soil Percent Cumulative Percent

    No. Opening Retained Retained Percent Finer

    Retained

    mm % % %

    3" 101.600 0.000 0.00 0.00 100.00

    2" 75.000 0.000 0.00 0.00 100.00

    1 1/2" 38.100 0.000 0.00 0.00 100.00

    1" 25.400 0.000 0.00 0.00 100.00

    3/4" 19.050 0.000 0.00 0.00 100.00

    1/2" 12.700 0.000 0.00 0.00 100.00

    3/8" 9.525 0.000 0.00 0.00 100.00

    4 4.760 0.000 0.00 0.00 100.00

    8 2.380 0.020 0.05 0.05 99.95

    20 0.840 0.040 0.09 0.14 99.86

    40 0.420 0.090 0.21 0.34 99.66

    80 0.177 0.130 0.30 0.64 99.36

    100 0.149 0.180 0.41 1.05 98.95

    200 0.074 0.430 0.98 2.03 97.97

    Pan 0.89 2.03 4.06

    HYDROMETER ANALYSIS ( ASTM D-422-63 )

    Weight of soil : 60.00 g Tube No. : 1

    Specific Gravity (Gs) : 2.635 Hydrometer No. : A2

    Meniscus Correction,c : -2.00 Temperature Correction, mt : 1.01

    Vi it f t 0 8909 Di t C ti 4

    PARTICLE SIZE DISTRIBUTION ANALYSIS

  • 8/18/2019 Hydro Bandar HALIM

    2/18

    Client : -

    Project : SOIL INVESTIGATION

    Location : Bandara Halim Perdana KusumaJob No. : Date : 26/3/2014

    Hole No. : DB.1 / UDS.1 Sample Type : UDS

    Depth : 3.00 - 3.50 m Sample Description : Silty CLAY

    0.00%

    COBBLESGRAVELCOARSE

    0.00%

    PARTICLE SIZE DISTRIBUTIONANALYSIS (ASTM D 422-63)

    65.62% 32.37% 2.01%

    CLAY SILTSAND

    FINE MEDIUM

    0

    10

    20

    30

    40

    50

    60

    70

    80

    90

    100

    Particle Size (mm)

       P  e  r  c  e  n   t  a  g  e

       P  a

      s  s   i  n  g

    0

    10

    20

    30

    40

    50

    60

    70

    80

    90

    100

    P  er  c e

    n t   a g eR  e t   ai  ni  n g

    0.001 0.01 0.1 1 10 100

  • 8/18/2019 Hydro Bandar HALIM

    3/18

    Project SOIL INVESTIGATION

    Location Bandara Halim Perdana Kusuma

    Job no - Date 26/3/2014

    Tested By Imr Checked By WW

    Hole No. : DB.1 / UDS.2 Sample Type : UDS

    Depth : 5.50 - 6.00 m Sample Description : Silty CLAY

    SIEVE ANALYSIS (ASTM D 1140-00)

    Initial weight of dry soil : 43.05 g

    Sieve Sieve Wt. Soil Percent Cumulative Percent

    No. Opening Retained Retained Percent Finer

    Retained

    mm % % %

    3" 101.600 0.000 0.00 0.00 100.00

    2" 75.000 0.000 0.00 0.00 100.00

    1 1/2" 38.100 0.000 0.00 0.00 100.00

    1" 25.400 0.000 0.00 0.00 100.00

    3/4" 19.050 0.000 0.00 0.00 100.00

    1/2" 12.700 0.000 0.00 0.00 100.00

    3/8" 9.525 0.000 0.00 0.00 100.00

    4 4.760 0.000 0.00 0.00 100.00

    8 2.380 0.030 0.07 0.07 99.93

    20 0.840 0.070 0.16 0.23 99.77

    40 0.420 0.100 0.23 0.46 99.54

    80 0.177 0.360 0.84 1.30 98.70

    100 0.149 0.520 1.21 2.51 97.49

    200 0.074 0.970 2.25 4.76 95.24

    Pan 2.05 4.76 9.52

    HYDROMETER ANALYSIS ( ASTM D-422-63 )

    Weight of soil : 60.00 g Tube No. : 1

    Specific Gravity (Gs) : 2.587 Hydrometer No. : A2

    Meniscus Correction,c : -2.00 Temperature Correction, mt : 1.01

    Vi it f t 0 8909 Di t C ti 4

    PARTICLE SIZE DISTRIBUTION ANALYSIS

  • 8/18/2019 Hydro Bandar HALIM

    4/18

    Client : -

    Project : SOIL INVESTIGATION

    Location : Bandara Halim Perdana KusumaJob No. : Date : 26/3/2014

    Hole No. : DB.1 / UDS.2 Sample Type : UDS

    Depth : 5.50 - 6.00 m Sample Description : Silty CLAY

    0.00%

    COBBLESGRAVELCOARSE

    0.00%

    PARTICLE SIZE DISTRIBUTIONANALYSIS (ASTM D 422-63)

    60.28% 35.00% 4.72%

    CLAY SILTSAND

    FINE MEDIUM

    0

    10

    20

    30

    40

    50

    60

    70

    80

    90

    100

    Particle Size (mm)

       P  e  r  c  e  n   t  a  g  e   P  a  s  s   i  n  g

    0

    10

    20

    30

    40

    50

    60

    70

    80

    90

    100

    P  er  c en t   a g eR  e t   ai  ni  n g

    0.001 0.01 0.1 1 10 100

  • 8/18/2019 Hydro Bandar HALIM

    5/18

    Project SOIL INVESTIGATION

    Location Bandara Halim Perdana Kusuma

    Job no - Date 26/3/2014

    Tested By Imr Checked By WW

    Hole No. : DB.1 / UDS.3 Sample Type : UDS

    Depth : 9.00 - 9.50 m Sample Description : Clayey SILT

    SIEVE ANALYSIS (ASTM D 1140-00)

    Initial weight of dry soil : 41.91 g

    Sieve Sieve Wt. Soil Percent Cumulative Percent

    No. Opening Retained Retained Percent Finer

    Retained

    mm % % %

    3" 101.600 0.000 0.00 0.00 100.00

    2" 75.000 0.000 0.00 0.00 100.00

    1 1/2" 38.100 0.000 0.00 0.00 100.00

    1" 25.400 0.000 0.00 0.00 100.00

    3/4" 19.050 0.000 0.00 0.00 100.00

    1/2" 12.700 0.000 0.00 0.00 100.00

    3/8" 9.525 0.000 0.00 0.00 100.00

    4 4.760 0.000 0.00 0.00 100.00

    8 2.380 0.070 0.17 0.17 99.83

    20 0.840 0.240 0.57 0.74 99.26

    40 0.420 0.900 2.15 2.89 97.11

    80 0.177 3.280 7.83 10.71 89.29

    100 0.149 1.380 3.29 14.01 85.99

    200 0.074 5.040 12.03 26.03 73.97

    Pan 10.91 26.03 52.06

    HYDROMETER ANALYSIS ( ASTM D-422-63 )

    Weight of soil : 60.00 g Tube No. : 1

    Specific Gravity (Gs) : 2.567 Hydrometer No. : A2

    Meniscus Correction,c : -2.00 Temperature Correction, mt : 1.01

    Vi it f t 0 8909 Di t C ti 4

    PARTICLE SIZE DISTRIBUTION ANALYSIS

  • 8/18/2019 Hydro Bandar HALIM

    6/18

    Client : -

    Project : SOIL INVESTIGATION

    Location : Bandara Halim Perdana KusumaJob No. : Date : 26/3/2014

    Hole No. : DB.1 / UDS.3 Sample Type : UDS

    Depth : 9.00 - 9.50 m Sample Description : Clayey SILT

    PARTICLE SIZE DISTRIBUTIONANALYSIS (ASTM D 422-63)

    34.20% 40.00% 25.80%

    CLAY SILTSAND

    FINE MEDIUM

    0.00%

    COBBLESGRAVELCOARSE

    0.00%

    0

    10

    20

    30

    40

    50

    60

    70

    80

    90

    100

    Particle Size (mm)

       P  e  r  c  e  n   t  a  g  e   P

      a  s  s   i  n  g

    0

    10

    20

    30

    40

    50

    60

    70

    80

    90

    100

    P  er  c en

     t   a g eR  e t   ai  ni  n g

    0.001 0.01 0.1 1 10 100

  • 8/18/2019 Hydro Bandar HALIM

    7/18

    Project SOIL INVESTIGATION

    Location Bandara Halim Perdana Kusuma

    Job no - Date 26/3/2014

    Tested By Imr Checked By WW

    Hole No. : DB.2 / UDS.1 Sample Type : UDS

    Depth : 3.00 - 3.50 m Sample Description : Silty CLAY

    SIEVE ANALYSIS (ASTM D 1140-00)

    Initial weight of dry soil : 43.79 g

    Sieve Sieve Wt. Soil Percent Cumulative Percent

    No. Opening Retained Retained Percent Finer

    Retainedmm % % %

    3" 101.600 0.000 0.00 0.00 100.00

    2" 75.000 0.000 0.00 0.00 100.00

    1 1/2" 38.100 0.000 0.00 0.00 100.00

    1" 25.400 0.000 0.00 0.00 100.00

    3/4" 19.050 0.000 0.00 0.00 100.00

    1/2" 12.700 0.000 0.00 0.00 100.00

    3/8" 9.525 0.000 0.00 0.00 100.00

    4 4.760 0.000 0.00 0.00 100.00

    8 2.380 0.000 0.00 0.00 100.00

    20 0.840 0.030 0.07 0.07 99.93

    40 0.420 0.080 0.18 0.25 99.75

    80 0.177 0.170 0.39 0.64 99.36

    100 0.149 0.210 0.48 1.12 98.88

    200 0.074 0.300 0.69 1.80 98.20

    Pan 0.79 1.80 3.61

    HYDROMETER ANALYSIS ( ASTM D-422-63 )

    Weight of soil : 60.00 g Tube No. : 1

    Specific Gravity (Gs) : 2.621 Hydrometer No. : A2

    Meniscus Correction,c : -2.00 Temperature Correction, mt : 1.01

    Vi it f t 0 8909 Di t C ti 4

    PARTICLE SIZE DISTRIBUTION ANALYSIS

  • 8/18/2019 Hydro Bandar HALIM

    8/18

    Client : -

    Project : SOIL INVESTIGATION

    Location : Bandara Halim Perdana KusumaJob No. : Date : 26/3/2014

    Hole No. : DB.2 / UDS.1 Sample Type : UDS

    Depth : 3.00 - 3.50 m Sample Description : Silty CLAY

    PARTICLE SIZE DISTRIBUTIONANALYSIS (ASTM D 422-63)

    70.71% 27.50% 1.79%

    CLAY SILTSAND

    FINE MEDIUM

    0.00%

    COBBLESGRAVELCOARSE

    0.00%

    0

    10

    20

    30

    40

    50

    60

    70

    80

    90

    100

    Particle Size (mm)

       P  e  r  c  e  n   t  a  g  e   P

      a  s  s   i  n  g

    0

    10

    20

    30

    40

    50

    60

    70

    80

    90

    100

    P  er  c en

     t   a g eR  e t   ai  ni  n g

    0.001 0.01 0.1 1 10 100

  • 8/18/2019 Hydro Bandar HALIM

    9/18

    Project SOIL INVESTIGATION

    Location Bandara Halim Perdana Kusuma

    Job no - Date 26/3/2014

    Tested By Imr Checked By WW

    Hole No. : DB.2 / UDS.2 Sample Type : UDS

    Depth : 5.50 - 6.00 m Sample Description : Silty CLAY

    SIEVE ANALYSIS (ASTM D 1140-00)

    Initial weight of dry soil : 45.67 g

    Sieve Sieve Wt. Soil Percent Cumulative Percent

    No. Opening Retained Retained Percent Finer

    Retainedmm % % %

    3" 101.600 0.000 0.00 0.00 100.00

    2" 75.000 0.000 0.00 0.00 100.00

    1 1/2" 38.100 0.000 0.00 0.00 100.00

    1" 25.400 0.000 0.00 0.00 100.00

    3/4" 19.050 0.000 0.00 0.00 100.00

    1/2" 12.700 0.000 0.00 0.00 100.00

    3/8" 9.525 0.000 0.00 0.00 100.00

    4 4.760 0.000 0.00 0.00 100.00

    8 2.380 0.000 0.00 0.00 100.00

    20 0.840 0.020 0.04 0.04 99.96

    40 0.420 0.040 0.09 0.13 99.87

    80 0.177 0.090 0.20 0.33 99.67

    100 0.149 0.140 0.31 0.63 99.37

    200 0.074 0.380 0.83 1.47 98.53

    Pan 0.67 1.47 2.93

    HYDROMETER ANALYSIS ( ASTM D-422-63 )

    Weight of soil : 60.00 g Tube No. : 1

    Specific Gravity (Gs) : 2.614 Hydrometer No. : A2

    Meniscus Correction,c : -2.00 Temperature Correction, mt : 1.01

    Vi it f t 0 8711 Di t C ti 4

    PARTICLE SIZE DISTRIBUTION ANALYSIS

  • 8/18/2019 Hydro Bandar HALIM

    10/18

    Client : -

    Project : SOIL INVESTIGATION

    Location : Bandara Halim Perdana KusumaJob No. : Date : 26/3/2014

    Hole No. : DB.2 / UDS.2 Sample Type : UDS

    Depth : 5.50 - 6.00 m Sample Description : Silty CLAY

    PARTICLE SIZE DISTRIBUTIONANALYSIS (ASTM D 422-63)

    76.74% 21.81% 1.45%

    CLAY SILTSAND

    FINE MEDIUM

    0.00%

    COBBLESGRAVELCOARSE

    0.00%

    0

    10

    20

    30

    40

    50

    60

    70

    80

    90

    100

    Particle Size (mm)

       P  e  r  c  e  n   t  a  g  e   P

      a  s  s   i  n  g

    0

    10

    20

    30

    40

    50

    60

    70

    80

    90

    100

    P  er  c en

     t   a g eR  e t   ai  ni  n g

    0.001 0.01 0.1 1 10 100

  • 8/18/2019 Hydro Bandar HALIM

    11/18

    Project SOIL INVESTIGATION

    Location Bandara Halim Perdana Kusuma

    Job no - Date 26/3/2014

    Tested By Imr Checked By WW

    Hole No. : DB.2 / UDS.3 Sample Type : UDS

    Depth : 9.00 - 9.50 m Sample Description : Silty CLAY

    SIEVE ANALYSIS (ASTM D 1140-00)

    Initial weight of dry soil : 46.38 g

    Sieve Sieve Wt. Soil Percent Cumulative Percent

    No. Opening Retained Retained Percent Finer

    Retainedmm % % %

    3" 101.600 0.000 0.00 0.00 100.00

    2" 75.000 0.000 0.00 0.00 100.00

    1 1/2" 38.100 0.000 0.00 0.00 100.00

    1" 25.400 0.000 0.00 0.00 100.00

    3/4" 19.050 0.000 0.00 0.00 100.00

    1/2" 12.700 0.000 0.00 0.00 100.00

    3/8" 9.525 0.000 0.00 0.00 100.00

    4 4.760 0.000 0.00 0.00 100.00

    8 2.380 0.130 0.28 0.28 99.72

    20 0.840 0.470 1.01 1.29 98.71

    40 0.420 0.810 1.75 3.04 96.96

    80 0.177 3.920 8.45 11.49 88.51

    100 0.149 2.470 5.33 16.82 83.18

    200 0.074 4.580 9.87 26.69 73.31

    Pan 12.38 26.69 53.39

    HYDROMETER ANALYSIS ( ASTM D-422-63 )

    Weight of soil : 60.00 g Tube No. : 1

    Specific Gravity (Gs) : 2.548 Hydrometer No. : A2

    Meniscus Correction,c : -2.00 Temperature Correction, mt : 1.01

    Vi it f t 0 8711 Di t C ti 4

    PARTICLE SIZE DISTRIBUTION ANALYSIS

  • 8/18/2019 Hydro Bandar HALIM

    12/18

    Client : -

    Project : SOIL INVESTIGATION

    Location : Bandara Halim Perdana Kusuma

    Job No. : Date : 26/3/2014

    Hole No. : DB.2 / UDS.3 Sample Type : UDS

    Depth : 9.00 - 9.50 m Sample Description : Silty CLAY

    0.00%

    COBBLESGRAVELCOARSE

    0.00%

    PARTICLE SIZE DISTRIBUTIONANALYSIS (ASTM D 422-63)

    39.04% 34.46% 26.50%

    CLAY SILTSAND

    FINE MEDIUM

    0

    10

    20

    30

    40

    50

    60

    70

    80

    90

    100

    Particle Size (mm)

       P  e  r  c  e  n   t  a  g  e   P

      a  s  s   i  n  g

    0

    10

    20

    30

    40

    50

    60

    70

    80

    90

    100

    P  er  c en

     t   a g eR  e t   ai  ni  n g

    0.001 0.01 0.1 1 10 100

  • 8/18/2019 Hydro Bandar HALIM

    13/18

    Project SOIL INVESTIGATION

    Location Bandara Halim Perdana Kusuma

    Job no - Date 26/3/2014

    Tested By Imr Checked By WW

    Hole No. : DB.3 / UDS.1 Sample Type : UDS

    Depth : 3.00 - 3.50 m Sample Description : Silty CLAY

    SIEVE ANALYSIS (ASTM D 1140-00)

    Initial weight of dry soil : 42.19 g

    Sieve Sieve Wt. Soil Percent Cumulative Percent

    No. Opening Retained Retained Percent Finer

    Retainedmm % % %

    3" 101.600 0.000 0.00 0.00 100.00

    2" 75.000 0.000 0.00 0.00 100.00

    1 1/2" 38.100 0.000 0.00 0.00 100.00

    1" 25.400 0.000 0.00 0.00 100.00

    3/4" 19.050 0.000 0.00 0.00 100.00

    1/2" 12.700 0.000 0.00 0.00 100.00

    3/8" 9.525 0.000 0.00 0.00 100.00

    4 4.760 0.000 0.00 0.00 100.00

    8 2.380 0.020 0.05 0.05 99.95

    20 0.840 0.050 0.12 0.17 99.83

    40 0.420 0.110 0.26 0.43 99.57

    80 0.177 0.260 0.62 1.04 98.96

    100 0.149 0.310 0.73 1.78 98.22

    200 0.074 0.440 1.04 2.82 97.18

    Pan 1.19 2.82 5.64

    HYDROMETER ANALYSIS ( ASTM D-422-63 )

    Weight of soil : 60.00 g Tube No. : 1

    Specific Gravity (Gs) : 2.528 Hydrometer No. : A2

    Meniscus Correction,c : -2.00 Temperature Correction, mt : 1.01

    Vi it f t 0 8711 Di t C ti 4

    PARTICLE SIZE DISTRIBUTION ANALYSIS

  • 8/18/2019 Hydro Bandar HALIM

    14/18

    Client : -

    Project : SOIL INVESTIGATION

    Location : Bandara Halim Perdana KusumaJob No. : Date : 26/3/2014

    Hole No. : DB.3 / UDS.1 Sample Type : UDS

    Depth : 3.00 - 3.50 m Sample Description : Silty CLAY

    0.00%

    COBBLESGRAVELCOARSE

    0.00%

    PARTICLE SIZE DISTRIBUTIONANALYSIS (ASTM D 422-63)

    62.77% 34.43% 2.80%

    CLAY SILTSAND

    FINE MEDIUM

    0

    10

    20

    30

    40

    50

    60

    70

    80

    90

    100

    Particle Size (mm)

       P  e  r  c  e  n   t  a  g  e   P

      a  s  s   i  n  g

    0

    10

    20

    30

    40

    50

    60

    70

    80

    90

    100

    P  er  c en

     t   a g eR  e t   ai  ni  n g

    0.001 0.01 0.1 1 10 100

  • 8/18/2019 Hydro Bandar HALIM

    15/18

    Project SOIL INVESTIGATION

    Location Bandara Halim Perdana Kusuma

    Job no - Date 26/3/2014

    Tested By Imr Checked By WW

    Hole No. : DB.3 / UDS.2 Sample Type : UDS

    Depth : 5.50 - 6.00 m Sample Description : Silty CLAY

    SIEVE ANALYSIS (ASTM D 1140-00)

    Initial weight of dry soil : 45.35 g

    Sieve Sieve Wt. Soil Percent Cumulative Percent

    No. Opening Retained Retained Percent Finer

    Retainedmm % % %

    3" 101.600 0.000 0.00 0.00 100.00

    2" 75.000 0.000 0.00 0.00 100.00

    1 1/2" 38.100 0.000 0.00 0.00 100.00

    1" 25.400 0.000 0.00 0.00 100.00

    3/4" 19.050 0.000 0.00 0.00 100.00

    1/2" 12.700 0.000 0.00 0.00 100.00

    3/8" 9.525 0.000 0.00 0.00 100.00

    4 4.760 0.000 0.00 0.00 100.008 2.380 0.060 0.13 0.13 99.87

    20 0.840 0.130 0.29 0.42 99.58

    40 0.420 0.280 0.62 1.04 98.96

    80 0.177 0.590 1.30 2.34 97.66

    100 0.149 0.640 1.41 3.75 96.25

    200 0.074 1.150 2.54 6.28 93.72

    Pan 2.85 6.28 12.57

    HYDROMETER ANALYSIS ( ASTM D-422-63 )

    Weight of soil : 60.00 g Tube No. : 1

    Specific Gravity (Gs) : 2.580 Hydrometer No. : A2

    Meniscus Correction,c : -2.00 Temperature Correction, mt : 1.01

    Vi it f t 0 8909 Di t C ti 4

    PARTICLE SIZE DISTRIBUTION ANALYSIS

  • 8/18/2019 Hydro Bandar HALIM

    16/18

    Client : -

    Project : SOIL INVESTIGATION

    Location : Bandara Halim Perdana KusumaJob No. : Date : 26/3/2014

    Hole No. : DB.3 / UDS.2 Sample Type : UDS

    Depth : 5.50 - 6.00 m Sample Description : Silty CLAY

    0.00%

    COBBLESGRAVELCOARSE

    0.00%

    PARTICLE SIZE DISTRIBUTIONANALYSIS (ASTM D 422-63)

    61.79% 31.97% 6.24%

    CLAY SILTSAND

    FINE MEDIUM

    0

    10

    20

    30

    40

    50

    60

    70

    80

    90

    100

    Particle Size (mm)

       P  e  r  c  e  n   t  a  g  e   P

      a  s  s   i  n  g

    0

    10

    20

    30

    40

    50

    60

    70

    80

    90

    100

    P  er  c en t   a g eR  e t   ai  ni  n g

    0.001 0.01 0.1 1 10 100

  • 8/18/2019 Hydro Bandar HALIM

    17/18

    Project SOIL INVESTIGATION

    Location Bandara Halim Perdana Kusuma

    Job no - Date 26/3/2014

    Tested By Imr Checked By WW

    Hole No. : DB.3 / UDS.3 Sample Type : UDS

    Depth : 9.00 - 9.50 m Sample Description : Silty CLAY

    SIEVE ANALYSIS (ASTM D 1140-00)

    Initial weight of dry soil : 47.92 g

    Sieve Sieve Wt. Soil Percent Cumulative Percent

    No. Opening Retained Retained Percent Finer

    Retainedmm % % %

    3" 101.600 0.000 0.00 0.00 100.00

    2" 75.000 0.000 0.00 0.00 100.00

    1 1/2" 38.100 0.000 0.00 0.00 100.00

    1" 25.400 0.000 0.00 0.00 100.00

    3/4" 19.050 0.000 0.00 0.00 100.00

    1/2" 12.700 0.000 0.00 0.00 100.00

    3/8" 9.525 0.000 0.00 0.00 100.00

    4 4.760 0.000 0.00 0.00 100.008 2.380 0.080 0.17 0.17 99.83

    20 0.840 0.240 0.50 0.67 99.33

    40 0.420 0.590 1.23 1.90 98.10

    80 0.177 2.640 5.51 7.41 92.59

    100 0.149 1.710 3.57 10.98 89.02

    200 0.074 3.660 7.64 18.61 81.39

    Pan 8.92 18.61 37.23

    HYDROMETER ANALYSIS ( ASTM D-422-63 )

    Weight of soil : 60.00 g Tube No. : 1

    Specific Gravity (Gs) : 2.601 Hydrometer No. : A2

    Meniscus Correction,c : -2.00 Temperature Correction, mt : 1.01

    Vi it f t 0 8909 Di t C ti 4

    PARTICLE SIZE DISTRIBUTION ANALYSIS

  • 8/18/2019 Hydro Bandar HALIM

    18/18

    Client : -

    Project : SOIL INVESTIGATION

    Location : Bandara Halim Perdana Kusuma

    Job No. : Date : 26/3/2014

    Hole No. : DB.3 / UDS.3 Sample Type : UDS

    Depth : 9.00 - 9.50 m Sample Description : Silty CLAY

    PARTICLE SIZE DISTRIBUTIONANALYSIS (ASTM D 422-63)

    42.92% 38.61% 18.47%

    CLAY SILTSAND

    FINE MEDIUM

    0.00%

    COBBLESGRAVELCOARSE

    0.00%

    0

    10

    20

    30

    40

    50

    60

    70

    80

    90

    100

    Particle Size (mm)

       P  e  r  c  e  n   t  a  g  e

       P  a  s  s   i  n  g

    0

    10

    20

    30

    40

    50

    60

    70

    80

    90

    100

    P  er  c en t  

     a g eR  e t   ai  ni  n g

    0.001 0.01 0.1 1 10 100