Please explain how to find these values for Consolidation Test

Consolidation test data Sampling depth, ft: 18-20 Initial specimen height, Hz(i) (in): 1.253 Area, in: 14.464 Dry weight, g: 376 Specific Gravity Solids: 2.7, where 1 ton/ft2= 20001b/ft? Table 1: Vertical dial reading in mm throughout different periods of time up to 24h, for 7 different loads (stresses) 0.25 0.5 2 4 8 Stress, ton/ft2 Time (minutes) 16 10-3 mm 103 mm 10-3 mm 10-3 mm 10-3 mm 103 mm 10-3 mm 0 865.60 4276.82 8066.50 984.98 1025.62 1244.06 1320.26 1843.50 1937.48 6456.14 6613.62 0.25 888.46 4401.28 8223.98 1 901.16 1056.10 1363.44 6753.32 8363.68 4510.50 4647.66 2.25 913.86 1073.88 2044.16 2150.84 2275.30 6890.48 1409.16 1457.42 8500.84 4 924.02 1099.28 4774.66 7037.80 8648.16 8777.70 6.25 931.64 1122.14 1503.14 2399.76 4916.90 7167.34 9 941.80 946.88 951.96 1543.78 1579.34 5046.44 5183.60 12.25 2524.22 2646.14 2757.90 2895.06 7304.50 7406.10 7502.62 8914.86 9016.46 9112.98 16 1602.20 5310.60 20.25 954.50 1619.98 5437.60 7583.90 9194.26 1139.92 1155.16 1167.86 1178.02 1185.64 1190.72 1195.80 1203.42 25 957.04 1635.22 2973.80 5549.36 7639.78 9250.14 30.25 7644.86 9290.78 959.58 962.12 1653.00 1663.16 3085.56 3166.84 5658.58 5744.94 36 7726.14 9336.50 42.25 1675.86 7771.86 9372.06 964.66 967.20 3248.12 3420.84 5821.14 5978.62 60 1205.96 1693.64 7812.50 9422.86 100 1716.50 7891.24 9501.60 969.74 972.28 977.36 1213.58 1223.74 200 6143.72 6252.94 3667.22 3921.22 4060.92 1754.60 9549.86 7939.50 7987.76 400 1231.36 1792.70 6326.60 9598.12 1440 984.98 1244.06 1843.50 4276.82 6456.14 8066.50 9676.86 Please use all decimals of the table (2 decimals) Sample Calculations - t50 and t90 (intermediate calculations) - Heights of the solid - Change in specimen height - Final specimen height - Height of voids - Final void ratio - Average height during consolidation - Cv for 50% of consolidation - Cv for 90% of consolidation Note 1: All symbols and units must be identified; values that need to be interpolated or that comes from any table must be explained) Note 2: Intermediate calculation steps may need to be calculated Consolidation test data Sampling depth, ft: 18-20 Initial specimen height, Hz(i) (in): 1.253 Area, in: 14.464 Dry weight, g: 376 Specific Gravity Solids: 2.7, where 1 ton/ft2= 20001b/ft? Table 1: Vertical dial reading in mm throughout different periods of time up to 24h, for 7 different loads (stresses) 0.25 0.5 2 4 8 Stress, ton/ft2 Time (minutes) 16 10-3 mm 103 mm 10-3 mm 10-3 mm 10-3 mm 103 mm 10-3 mm 0 865.60 4276.82 8066.50 984.98 1025.62 1244.06 1320.26 1843.50 1937.48 6456.14 6613.62 0.25 888.46 4401.28 8223.98 1 901.16 1056.10 1363.44 6753.32 8363.68 4510.50 4647.66 2.25 913.86 1073.88 2044.16 2150.84 2275.30 6890.48 1409.16 1457.42 8500.84 4 924.02 1099.28 4774.66 7037.80 8648.16 8777.70 6.25 931.64 1122.14 1503.14 2399.76 4916.90 7167.34 9 941.80 946.88 951.96 1543.78 1579.34 5046.44 5183.60 12.25 2524.22 2646.14 2757.90 2895.06 7304.50 7406.10 7502.62 8914.86 9016.46 9112.98 16 1602.20 5310.60 20.25 954.50 1619.98 5437.60 7583.90 9194.26 1139.92 1155.16 1167.86 1178.02 1185.64 1190.72 1195.80 1203.42 25 957.04 1635.22 2973.80 5549.36 7639.78 9250.14 30.25 7644.86 9290.78 959.58 962.12 1653.00 1663.16 3085.56 3166.84 5658.58 5744.94 36 7726.14 9336.50 42.25 1675.86 7771.86 9372.06 964.66 967.20 3248.12 3420.84 5821.14 5978.62 60 1205.96 1693.64 7812.50 9422.86 100 1716.50 7891.24 9501.60 969.74 972.28 977.36 1213.58 1223.74 200 6143.72 6252.94 3667.22 3921.22 4060.92 1754.60 9549.86 7939.50 7987.76 400 1231.36 1792.70 6326.60 9598.12 1440 984.98 1244.06 1843.50 4276.82 6456.14 8066.50 9676.86 Please use all decimals of the table (2 decimals) Sample Calculations - t50 and t90 (intermediate calculations) - Heights of the solid - Change in specimen height - Final specimen height - Height of voids - Final void ratio - Average height during consolidation - Cv for 50% of consolidation - Cv for 90% of consolidation Note 1: All symbols and units must be identified; values that need to be interpolated or that comes from any table must be explained) Note 2: Intermediate calculation steps may need to be calculated