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NORTHWEST COLORADO CONSULTANTS, INC. <br />NUCLEAR DENSITY TEST RE5ULTS <br />Project: Waste Coal Pile Project No.: 95-2296 Date: 10110/95 <br />Report NO.: 10 <br />Test <br />Number Locanon Depth <br />Elevation Proctor <br />Number Dry <br />Density <br />(Pcft Water <br />Content <br />(%) Actual <br />Compaction Required <br />Compaction <br /> NEC <br />35 700'S 8 100'W of a'ANG 2 98.9 13.8 100 90 <br /> Toe Dram <br />36 620'S & 75'W of 4'ANG 2 99.1 14.2 100 90 <br /> Toe Drain <br />37 550'S 8 75'W of 4'ANG 2 96.3 17.4 97 90 <br /> Toe Drain <br />Proctor Data: <br />No.: 1 Maximum DD: 86.5 OMC: 15.5 Soil Type: Processed Waste <br />Coal <br />No.: 2 Maximum DD: 99.0 OMC: 1a.0 Soil Type: Processed Waste <br />Coal <br />No.: Maximum DD: OMC: Soil Type: <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 />ADL= Above Drain Level ODL= Over Drain Level <br />ANG= Above Natural Grade <br />