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NUCLEAR DENSITY TEST RESULTS <br />Project: Refuse Pile Project No.: 99-3983 Date: 6/1/07 <br />Report No.: 31 <br />Test <br />No. Location <br /> <br />Area 2/2 '/z Depth <br />Elev. Proctor <br />No. Dry <br />Density <br />(pcf) Water <br />Content <br />(%) Actual <br />Compaction Required <br />Compaction <br />348 A-2 N 31297.1,E 18887.11 7007.461 7 110.5 5.2 99 90 <br />349 A-2 N 31664.38,E 18899.16 6997.385 7 106.2 6.0 95 90 <br />350 A-2 N 32139.37.E 18886.31 6986.86 7 110.1 4.4 99 90 <br />351 A-2 '/ N 31278.6,E 18729.47 7003.727 7 104.3 3.8 93 90 <br />352 A-2 '/z N 31721.16,E 18818.92 6992.963 7 '107.8 4.2 97 90 <br />353 Back N 30942.1,E 18788.48 6976.115 7 102.2 5.7 92 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 /> c % Densi c <br />7 111.5 11.0 - - 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 Comer <br />SWC= Southwest Corner <br />SEC= Southeast Corner <br />BFG= Below Footing Grade <br />FG= Footing Grade <br />