Assignment 2

Assignment 2 - Percent Finer by Weight (Soil C) 20.000...

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Metric US Metric Soil A Sieve Size Sieve Size Sieve Size (mm) (g) 25mm 1 in 25.000 0.00 0.00% 19 mm 3/4 in 19.000 0.00 0.00% 9.5 mm 3/8 in 9.500 0.00 0.00% 4.76 mm No.4 4.760 41.01 5.68% 2.38 mm No.8 2.380 55.25 7.65% 0.84 mm No.20 0.840 60.32 8.36% 420 mm No.40 0.420 141.66 19.63% 250 mm No.60 0.250 234.00 32.42% 150 mm No.100 0.150 98.97 13.71% 75 mm No.200 0.075 53.24 7.38% Pan Pan 37.32 5.17% Total 721.77 Percent Finer by Weight (Soil A) 0.000 5.000 10.000 15.00 0.00% 10.00% 20.00% 30.00% 40.00% 50.00% 60.00%
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Soil B Soil C Soil D (g) (g) (g) 0.00 0.00% 0.00 0.00% 0.00 62.14 7.96% 0.00 0.00% 0.00 118.25 15.14% 0.00 0.00% 0.00 28.20 3.61% 20.00 2.90% 0.00 62.00 7.94% 120.00 17.39% 0.00 74.52 9.54% 130.00 18.84% 0.00 100.63 12.89% 130.00 18.84% 241.40 68.98 8.83% 90.00 13.04% 171.80 110.10 14.10% 80.00 11.59% 14.70 102.82 13.17% 100.00 14.49% 7.50 53.25 6.82% 20.00 2.90% 15.50 780.89 690.00 450.90 Percent Finer by Weight (Soil B)
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Unformatted text preview: Percent Finer by Weight (Soil C) 20.000 25.000 30.000 Soil A Soil B Soil C Soil D 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 53.54% 38.10% 3.26% 1.66% 3.44% Percent Finer by Weight (Soil D) Trial No.1 Trial No.2 Trial No.3 Trial No.4 Liquid Limit Blows (N) 34 27 22 17 71.5 73.1 74.2 76.5 Plastic Limit 23.7 23.1 22.7 NA Shrinkage Limit 61.3 NA NA NA 19.9 NA NA NA 12.6 NA NA NA Moisture content (%) Moisture content (%) Mass wet soil & tare (gms) Mass dry soil tare (gms) Mass container (gms) 10 15 20 25 30 35 40 68 70 72 74 76 78 f(x) = -0.28x + 80.93 Flow Curve for Liquid Limitation Determination Number of Blows Moisture Content (%)...
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This document was uploaded on 02/09/2010.

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Assignment 2 - Percent Finer by Weight (Soil C) 20.000...

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