Hydro Bandar HALIM
Transcript of Hydro Bandar HALIM
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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
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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
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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
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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
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Particle Size (mm)
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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
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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
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COBBLESGRAVELCOARSE
0.00%
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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
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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
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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
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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%
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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
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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
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Particle Size (mm)
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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
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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
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Particle Size (mm)
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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
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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
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Particle Size (mm)
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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
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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%
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