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NORTHWEST COLORADO CONSULTANTS, INC. <br />NUCLEAR DENSITY TEST RESULTS <br />Project: Refuse Pile Project No.: 99-3983 Date: 09/07/00 <br />Report No.: 2 <br />Test <br />Number Location Elevation Proctor <br />Number Dry <br />Density <br />C Water <br />Content Actual <br />Compaction Required <br />Compaction <br />186 N31421,E16264 6970.7 3 103.5 5.4 100+ 90 <br />187 N31175,E16220 6980.2 3 102.4 6.4 100+ 90 <br />188 N31072,E16330 6984.2 3 102.4 4.0 100+ 90 <br />189 N30886,E16254 6993.5 3 93.7 6.3 98 90 <br />190 N30671,E16345 699.6 3 98.1 7.0 100+ 90 <br />191 N30503,E16213 7004.0 3 101.8 8.3 100+ 90 <br />PROCTOR DATA <br />No. Maximum Optimum Relative Relative Density Soil Type <br /> Dry Moisture Density Maximum <br /> Density Content Minimum Density (pcf) <br /> cf % Densi c <br />3 95.5 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 />