6-b) The following results were obtained from a 2.5 kg rammer compaction test on soil which is to be used for the constr

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6-b) The following results were obtained from a 2.5 kg rammer compaction test on soil which is to be used for the constr

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6 B The Following Results Were Obtained From A 2 5 Kg Rammer Compaction Test On Soil Which Is To Be Used For The Constr 1
6 B The Following Results Were Obtained From A 2 5 Kg Rammer Compaction Test On Soil Which Is To Be Used For The Constr 1 (40.92 KiB) Viewed 40 times
6 B The Following Results Were Obtained From A 2 5 Kg Rammer Compaction Test On Soil Which Is To Be Used For The Constr 2
6 B The Following Results Were Obtained From A 2 5 Kg Rammer Compaction Test On Soil Which Is To Be Used For The Constr 2 (105.65 KiB) Viewed 40 times
6-b) The following results were obtained from a 2.5 kg rammer compaction test on soil which is to be used for the construction of an embankment. 0.001 3.406 Volume of mould (m³) Mass of empty mould (kg) Mass of mould + wet soil (g) 4910 5260 5330 5386 5391 Moisture content (%) 12 15 18 21 24 Determine the maximum dry density (Mg/m³) and the optimum moisture content. [10 marks]
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