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NORTHWEST COLORADO CONSULTANTS, INC. <br />NUCLEAR DENSITY TEST RESULTS <br />Project: Refuse Pile <br />Project No.: 99-3983 <br />Report No.: 5 <br />Date: 9!278/01 <br />Test <br />Number Location Elevation Proctor <br />Number Dry <br />Density <br />cf Water <br />Content Actual <br />Compaction Required <br />Compaction <br />201 30556N, 7008.9 2 96.7 12.7 98 90 <br /> 16229E <br />202 30740N, 7005.6 2 96.8 12.8 98 90 <br /> 16326E <br />203 30939N, 6997.9 2 95.1 13.5 96 90 <br /> 16233E <br />204 31134N, 6988.6 2 97.0 11.2 98 90 <br /> 16266E <br />205 31350N, 6979.6 2 99.6 13.7 100 90 <br /> 16239E <br />PROCTOR DATA <br />No. Maximum Optimum Relative Relative Density Soil Type <br /> Dry Moisture Density Maximum <br /> Density Content Minimum Density (pcf) <br /> c % Densi c <br />6 78.0 18.0 Processed Waste Coal <br />2 99.0 14.0 Processed Waste Coal <br />Comments: <br />BSG= Below Subgrade Grade <br />SG= Subgrade Grade <br />SBG= Subbase Grade <br />BSBG= Below Subbase Grade <br />BCG= Base Course Grade <br />BBF= Below Bottom of Footing <br />NWC= Northwest Corner <br />NEC= Northeast Corner <br />SWC= Southwest Corner <br />SEC= Southeast Corner <br />BFG= Below Footing Grade <br />FG= Footing Grade <br />