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12<br />

SWELL-CONSOLIDATION TEST<br />

10<br />

8<br />

6<br />

4<br />

2<br />

0<br />

-2<br />

100 1000 10000 100000<br />

Sample Location<br />

P3<br />

Dry Density<br />

106 pcf<br />

Sample Depth<br />

2 feet Moisture Content 19.4 %<br />

Sample Description Sandy Clay<br />

Volume Change 10.4 %<br />

USCS Classification<br />

CL<br />

Swell Pressure 20,000 psf<br />

Bridgestone - Lakewood, CO<br />

SWELL - CONSOLIDATION TEST<br />

JOB NO.<br />

FIGURE NO.<br />

532181<br />

A-15

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