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SAMPLE LOCATION <br />Gravel <br />( %) <br />Sand <br />(%) <br />-200 <br />(%) <br />ATTERBERG <br />LIMITS <br />1 <br />USCS <br />SOIL OR ROCK DESCRIPTION <br />ON -SITE TEST <br />PIT /BORING <br />SAMPLE <br />NO. <br />DEPTH <br />(feet) <br />LL <br />( %) <br />PI <br />( %) <br />Onsite Stockpile - <br />near station <br />41+00 <br />LL <br />PI <br />USCS1 <br />SOIL OR ROCK DESCRIPTION <br />23 <br />NO. <br />(feet) <br />( <br />( <br />TP -1 (west side) <br />Bulk <br />2 <br />37 <br />31 <br />8 <br />SC <br />Clayey SAND <br />TP -1 (west side) <br />Bulk <br />4 <br />CL <br />sandy lean clay <br />53 <br />30 <br />8 <br />CL <br />Sandy Clay <br />TP -1 (west side) <br />6' BG <br />6 <br />CL <br />lean clay with sand <br />33 <br />1 <br />1 to 2 <br />SC <br />Clayey SAND <br />TP -2 (west side) <br />6' BG <br />6 <br />CL <br />lean clay with sand <br />21 <br />1 <br />1 to 2 <br />SC <br />Clayey SAND <br />Pit Run <br />Bulk <br />35 -45 <br />31 <br />61 <br />8 <br />2 <br />3 to 7 <br />SP -SM <br />Poorly Graded SAND with Silt and Gravel <br />LH -2 <br />S -2 <br />5 <br />CL <br />sandy lean clay <br />45 <br />SC <br />Clayey SAND <br />LH -3 <br />S -2 <br />5 <br />55 <br />SM <br />Sandy SILT <br />LHP -4 <br />C -1 <br />0 -1 <br />42 <br />36 <br />11 <br />SC <br />Clayey SAND <br />LHP -7 <br />C -1 <br />0 -1 <br />46 <br />27 <br />12 <br />SC <br />Clayey SAND <br />LHP -10 <br />C -1 <br />0 -1 <br />20 <br />NV <br />NP <br />SM <br />Silty Sand <br />LHP -13 <br />C -1 <br />0 -1 <br />40 <br />30 <br />11 <br />SC <br />Clayey SAND <br />LHP -16 <br />C -1 <br />0 -1 <br />47 <br />28 <br />9 <br />SC <br />Clayey SAND <br />SAMPLE LOCATION <br />ATTERBERG <br />ORR TEST PIT <br />SAMPLE <br />DEPTH <br />Gravel <br />%) <br />Sand <br />%) <br />200 <br />LL <br />PI <br />USCS1 <br />SOIL OR ROCK DESCRIPTION <br />NO. <br />NO. <br />(feet) <br />( <br />( <br />(%) <br />( %) <br />( %) <br />TPB -0 <br />1 <br />1 to 2 <br />55 <br />29 <br />11 <br />CL <br />sandy lean clay <br />TPB -1 <br />1 <br />1 to 2 <br />82 <br />35 <br />18 <br />CL <br />lean clay with sand <br />TPB -3 <br />1 <br />1 to 2 <br />71 <br />42 <br />25 <br />CL <br />lean clay with sand <br />TPB -4 (1 -2' BGS) <br />1 <br />1 to 2 <br />44 <br />NV <br />NP <br />SM <br />silty sand <br />TPB -4 (3-7 BGS) <br />2 <br />3 to 7 <br />59 <br />27 <br />11 <br />CL <br />sandy lean clay <br />TABLE V <br />SUMMARY OF GEOTECHNICAL LABORATORY TEST RESULTS - BACKFILL COMPONENTS <br />GEISERT GRAVEL PIT <br />SLURRY WALL DESIGN <br />GREELEY, COLORADO <br />111025 -000 <br />Notes: <br />1) LHI's USCS designation for Bedrock is BR <br />2) NV =no value <br />3) NP =non plastic <br />LYMAN HENN, A DIVISION OF BRIERLEY ASSOCIATES, LLC <br />G: \PROJECTS \111025 Geisert Gravel Pit Slurry Wa1l \O \O1 \Tables \Table V LHI lab RESULTS.xls Page 1 <br />