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The following table shows the lab results of a grain size analysis and Atterberg limits for an inorganic soil sample (initial

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Answer #1

a.

Sieve size Mass retained Mass passing Percent passing
75 11 89 89
50 0 89 89
19 3 86 86
4.75 20 66 66
2 20 46 46
0.85 15 31 31
0.425 10 21 21
0.25 5 16 16
0.15 4 12 12
0.075 4 8 8
0.01 4 4 4
0.003 2 2 2
0.001 2 0 0
100

b. Clay - 2% Silt - 6% Sand - 58% Gravel - 44%

c.

  PSD CUMULATIVE % FINER 100.00 90.00 80.00 70.00 60.00 50.00 40.00 30.00 20.00 10.00 0.00 0.01 0.010 10 100 D3P D60 PARTICLE S

D10 =0.12mm  D30 = 0.87mm  D60 = 3.5mm

d. LL = 40% PL = 30% PI = LL - PI = 40 - 30 = 10

60 50 CL CI CH 40 PLASTICITY INDEX (%) 30 20 10 * CL-NL MIRO MH&OH ML & OL 0 10 20 30 70 80 90 100 40 50 600 LIQUID LIMIT (%)

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