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IA YEH & ASSOCIATES, INC <br />Project No: <br />28-024B <br />Summary of Laboratory Test Results <br />Project Name: Hubbard Creek Embankment <br />Sample Location Gradation Atterberg Limits Water Swell (+) / <br /> <br />Test <br />Hole <br />Depth <br />(ft) <br />Sample <br />Type Moisture <br />Content <br />(/°) ° Dry Density <br /> <br />(pcf) Gravel <br /> <br />> #4 <br />(%) <br />Sand <br /> <br />(/°) Fines <br /> <br />#200 <br />( /o) 0 <br /> <br />LL <br /> <br />PL <br /> <br />PI Soluble <br /> <br />Sulfate <br />0 <br />( /o) Consolidation (-) <br /> <br />under 1,000 psf <br /> <br />0 <br />( /°) <br />Soil Description <br />TH-1 2 CA 13.3 18 31 16 15 Fill. Sand, clayey (SC) <br /> 4 CA 7.9 15 26 14 12 Fill, Sand, clayey (SC) <br /> 6 CA 8.5 34 NIL NP NP Fill, Sand, silty (SM) <br /> 12 CA 21.8 53 27 16 11 Clay, sandy (CL) <br />TH-2 2 CA 7.4 7 NIL NP NP Fill, Sand, slightly silty (SP-SM) <br /> 4 CA 10.3 22 NIL NP NP Fill, Sand, silty (SM) <br /> 7 CA 18.4 40 26 15 11 Sand, clayey (SC) <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />CA-Indicates modified California sample <br />NIL-Indicates non-liquid <br />NP-Indicates non-plastic Page 1 of 1