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8/13/2019 10-Modified Practor DCC Lashkar 28-1-09
1/5
For: DCC Date: 18/01/2009 Mould wt. 4673 gramLocation: Existing
Road from Lashkargah to End of Garmser, Helmand Mould vol. 2162
cm
3
Material Submitted by: DCC RD = 1 00 Pit No. 1 Depth = 1m1 2 3 4
5 6
8804.5 9168 9428 9286
4131.5 4495 4755 4613
1.91 2.08 2.20 2.13
1.760 1.890 1.973 1.882
MOISTURE CONTENT1 2 3 4
600 600 600 600
1143 1150 1157.5 1167
1100 1100 1100 1100
8.600 10.000 11.500 13.400
11.5001.973
Wt of dry soil + container
Moisture Density Relationship (T-180)
Optimum Moisture content (%)
MODIFIED PROCTOR TEST
Maximum Dry Density (gm/cc)
Determination No.
Wt of wet soil. (kg)
Moisture content (%)
Wt of Wet. Soil + Mould
Wet density (gm/cc)
Dry density (gm/cc)
Container No.
Wt. Of container
Wt of wet. Soil + container
1.700
1.750
1.800
1.850
1.900
1.950
2.000
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8/13/2019 10-Modified Practor DCC Lashkar 28-1-09
2/5
For: DCC Date: 18/01/2009 Mould wt. 4673 gramLocation: Existing
Road from Lashkargah to End of Garmser, Helmand Mould vol. 2162
cm
3
Material Submitted by: DCC RD = 3 00 Pit No. 3 Depth = 1m1 2 3 4
5 6
8719 9126 9365 9131
4046 4453 4692 4458
1.87 2.06 2.17 2.06
1.733 1.881 1.962 1.833
MOISTURE CONTENT1 2 3 4
600 600 600 600
1140 1147.5 1153 1162.5
1100 1100 1100 1100
8.000 9.500 10.600 12.500
10.6001.962
Dry density (gm/cc)
Container No.
Wt. Of container
Wt of wet. Soil + container
Wt of dry soil + container
Moisture Density Relationship (T-180)
Optimum Moisture content (%)
MODIFIED PROCTOR TEST
Maximum Dry Density (gm/cc)
Determination No.
Wt of wet soil. (kg)
Moisture content (%)
Wt of Wet. Soil + Mould
Wet density (gm/cc)
1.700
1.750
1.800
1.850
1.900
1.950
2.000
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8/13/2019 10-Modified Practor DCC Lashkar 28-1-09
3/5
For: DCC Date: 18/01/2009 Mould wt. 4620 gramLocation: Existing
Road from Lashkargah to End of Garmser, Helmand Mould vol. 2154
cm
3
Material Submitted by: DCC RD = 5 00 Pit No. 5 Depth = 1m1 2 3 4
5 6
8853 9179 9474 9344
4233 4559 4854 4724
1.97 2.12 2.25 2.19
1.872 1.963 2.056 1.956
MOISTURE CONTENT1 2 3 4
510 520 500 540
1035 1059 1081 1123
1010 1020 1030 1060
5.000 7.800 9.600 12.115
9.6002.056
Wt of dry soil + container
Moisture Density Relationship (T-180)
Optimum Moisture content (%)
MODIFIED PROCTOR TEST
Maximum Dry Density (gm/cc)
Determination No.
Wt of wet soil. (kg)
Moisture content (%)
Wt of Wet. Soil + Mould
Wet density (gm/cc)
Dry density (gm/cc)
Container No.
Wt. Of container
Wt of wet. Soil + container
1.850
1.900
1.950
2.000
2.050
2.100
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8/13/2019 10-Modified Practor DCC Lashkar 28-1-09
4/5
For: DCC Date: 18/01/2009 Mould wt. 4648 gramLocation: Existing
Road from Lashkargah to End of Garmser, Helmand Mould vol. 2154
cm
3
Material Submitted by: DCC RD = 7 00 Pit No. 7 Depth = 1m1 2 3 4
5 6
9057 9350 9626 9503
4409 4702 4978 4855
2.05 2.18 2.31 2.25
1.949 2.050 2.140 2.057
MOISTURE CONTENT1 2 3 4
610 610 610 610
1135 1131.85 1139.2 1136.08
1110 1100 1100 1090
5.000 6.500 8.000 9.600
8.0002.140
Dry density (gm/cc)
Container No.
Wt. Of container
Wt of wet. Soil + container
Wt of dry soil + container
Moisture Density Relationship (T-180)
Optimum Moisture content (%)
MODIFIED PROCTOR TEST
Maximum Dry Density (gm/cc)
Determination No.
Wt of wet soil. (kg)
Moisture content (%)
Wt of Wet. Soil + Mould
Wet density (gm/cc)
1.900
1.950
2.000
2.050
2.100
2.150
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8/13/2019 10-Modified Practor DCC Lashkar 28-1-09
5/5
For: DCC Date: 18/01/2009 Mould wt. 6484 gramLocation: Existing
Road from Lashkargah to End of Garmser, Helmand Mould vol. 2120
cm
3
Material Submitted by: DCC RD = 10 00 Pit No.10 Depth = 1m1 2 3
4 5 6
10936 11231 11497 11470
4452 4747 5013 4986
2.10 2.24 2.36 2.35
2.000 2.093 2.150 2.100
MOISTURE CONTENT1 2 3 4
610 610 610 610
1124.5 1145 1171 1175.6
1100 1110 1120 1115
5.000 7.000 10.000 12.000
10.0002.150
Wt of dry soil + container
Moisture Density Relationship (T-180)
Optimum Moisture content (%)
MODIFIED PROCTOR TEST
Maximum Dry Density (gm/cc)
Determination No.
Wt of wet soil. (kg)
Moisture content (%)
Wt of Wet. Soil + Mould
Wet density (gm/cc)
Dry density (gm/cc)
Container No.
Wt. Of container
Wt of wet. Soil + container
1.980
2.000
2.020
2.040
2.060
2.080
2.100
2.120
2.140
2.160
