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2012-05-15_PERMIT FILE - C1982056
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2012-05-15_PERMIT FILE - C1982056
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Last modified
8/24/2016 4:57:43 PM
Creation date
5/31/2012 2:56:34 PM
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Template:
DRMS Permit Index
Permit No
C1982056
IBM Index Class Name
Permit File
Doc Date
5/15/2012
Doc Name
LOADOUT SLOPE STABILIZATION
Section_Exhibit Name
Exhibit 25AA Loadout Slope Stabilization
Media Type
D
Archive
No
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SAMPLE LOCATION <br />NATURAL <br />MOISTURE <br />CONTENT <br />( %) <br />NATURAL <br />DRY <br />DENSITY <br />(pcf) <br />ATTERBERG LIMITS <br />GRADATION <br />PERCENT <br />PASSING <br />No. 200 <br />SIEVE <br />UNCONFINED <br />COMPRESSIVE <br />STRENGTH <br />(psf) <br />SOIL or BEDROCK <br />DESCRIPTION <br />UNIFIED <br />SOIL <br />CLASS. <br />TEST <br />HOLE <br />DEPTH <br />(feet) <br />LIQUID <br />LIMIT <br />( %) <br />PLASTICITY <br />INDEX <br />( %) <br />GRAVEL <br />(%) <br />SAND <br />( %) <br />1 <br />19 <br />44.2 <br />75.6 <br />72 <br />41 <br />0 <br />3 <br />97 <br />3,700 <br />Weathered Claystone <br />CH <br />2 <br />4 -6 <br />14.0 <br />— <br />26 <br />10 <br />39 <br />28 <br />33 <br />— <br />Fill: Sand and Clay <br />with Gravels <br />SC —CL <br />2 <br />12 -14 <br />18.2 <br />— <br />NP <br />NP <br />0 <br />75 <br />25 <br />— <br />Silty Sand <br />SM <br />3 <br />8 <br />15.7 <br />106.5 <br />27 <br />12 <br />0 <br />41 <br />59 <br />1,300 <br />Fill: Very Sandy Clay <br />CL <br />3 13 <br />19.1 <br />107.3 <br />46 <br />27 <br />0 <br />23 <br />77 <br />9,700 <br />Weathered Claystone <br />CL —CH <br />4 8 -10 <br />21.3 <br />— <br />38 <br />25 <br />2 <br />18 <br />80 <br />— <br />Fill: Sandy Clay <br />CL <br />4 19 <br />12.3 <br />118.3 <br />35 <br />17 <br />0 <br />0 <br />100 <br />16,000 <br />Claystone Bedrock <br />CL <br />5 6 -8 <br />6.5 <br />— <br />NP <br />NP <br />3 <br />84 <br />13 <br />— <br />Silty Sand <br />SM <br />5 <br />14 <br />19.2 <br />106.7 <br />43 <br />25 <br />0 <br />34 <br />66 <br />7,800 <br />Weathered Claystone <br />CL <br />6 <br />4 -6 <br />22.5 <br />— <br />31 <br />16 <br />2 <br />24 <br />74 — <br />Fill: Sandy Clay <br />CL <br />6 <br />14 <br />21.5 <br />99.2 <br />NP <br />NP <br />0 <br />62 <br />38 <br />— <br />Very Silty Sand <br />SM <br />6 <br />19 <br />9.7 <br />117.7 <br />39 <br />23 <br />0 <br />1 <br />99 <br />12,200 <br />Claystone Bedrock <br />CL <br />NWCC, Inc. <br />TABLE 1 <br />SUMMARY OF LABORATORY TEST RESULTS <br />JOB NUMBER: 11 -8970 <br />
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