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NUCLEAR DENSITY TEST RESULTS <br /> Project: Refuse Pile Project No.: 99-3983 Date: 12/31/2019 <br /> Report No.: 94 <br /> 3 <br /> Test Location Depth Proctor Dry Water Actual Required <br /> No. North ing/Easting/Elevation Elev, No. Density Content Compaction Compaction <br /> cf <br /> 580 30967.735/17044.704 7008.083 12 103.4 3.6 94 90 <br /> 581 31117.098116793.364 7008.333 12 102.7 4.7 94 90 <br /> 582 30180.0 8411 6 7 7 5.525 7008.139 12 101.9 5.9 93 90 <br /> 582 30217.474/16708.368 7008.497 12 104.6 2.9 95 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 % Density cf <br /> 12 109.8 7.6 Processed Waste Coal <br /> 11 100.3 10.2 Processed Waste Coal <br /> 10 107.6 11.0 Processed Waste Coal <br /> Comments: <br /> BSG= Below Subgrade Grade NWC= Northwest Corner <br /> SG= Subgrade Grade NEC= Northeast Corner <br /> SBG= Subbase Grade SWC= Southwest Corner <br /> BSBG= Below Subbase Grade SEC= Southeast Corner <br /> BCG= Base Course Grade BFG= Below Footing Grade <br /> BBF= Below Bottom of Footing FG= Footing Grade <br />