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SCEBs - University of Colorado Boulder

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Percent Passing<br />

Soil #15:<br />

Hydrometer Analysis Results:<br />

Sample #11: Grain Size Distribution Curve <strong>of</strong> Fine<br />

Fraction <strong>of</strong> Sample<br />

100%<br />

80%<br />

60%<br />

40%<br />

20%<br />

0%<br />

0.001 0.002<br />

0.010 0.100<br />

Figure 4.10: Sample #11 Grain Size Distribution Curve<br />

Sample #11: Hydrometer Results<br />

% Silt in Fine Fraction <strong>of</strong> Sample 66%<br />

% Clay in Fine Fraction <strong>of</strong> Sample 34%<br />

Table 4.6<br />

Wet Sieve Analysis Results:<br />

Soil #15: #200 Wet Sieve Results<br />

Total<br />

sample<br />

dry<br />

weight<br />

[g]<br />

Amt. <strong>of</strong><br />

sample<br />

retained<br />

by #200<br />

[g]<br />

Amt. <strong>of</strong><br />

sample<br />

passing<br />

#200 [g]<br />

%<br />

passing<br />

#200<br />

803.93 174.39 629.54 78.3%<br />

Table 4.7<br />

Atterberg Limits Results:<br />

Particle Size (mm)<br />

Sample #15 Atterberg Limits Results<br />

Plastic Limit 14<br />

Liquid Limit 27<br />

Plasticity Index = LL – PL 13<br />

Table 4.8<br />

43

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