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NORTHWEST COLORADO CONSULTANTS, INC. <br />t- <br />NUCLEAR DENSITY TEST RESULTS <br />Project: Waste Coal Pile Project No.: 95-2296 Date: 11/25/96 <br />Report No.: 21 <br />Test <br />Number Location Depth <br />Elevation Proctor <br />Number Dry <br />Density <br />~Pc~ Water <br />Content <br />~%) Actual <br />Compaction Required <br />Compaction <br />89A Sta. 10+50, 50' W 28' STD 2 98.7 12.3 100 90 <br /> of 3:1 Slope <br />90A Sta. 14+50, 15' W 8' ATD 2 89.3 19.1 90 90 <br /> of 3:1 Slope <br />Proctor Data: <br />No.: 1 Maximum DD: 86.5 OMC: 15.5 <br />No.: 2 <br />No.: 3 <br />No.: 4 <br />No.: 5 <br />Comments: <br />'RPAR= <br />BSG= <br />SG= <br />SBG= <br />BSBG= <br />BCG= <br />BBF= <br />ADL= <br />ANG= <br />ATD= <br />Maximum DD: 99.0 <br />Maximum DD: 95.5 <br />Maximum DD: 90.5 <br />Maximum DD: 90.0 <br />OMC: 14.0 <br />OMC: 14.0 <br />OMC: 16.0 <br />OMC: 1 B.5 <br />Refuse Pile Access Road <br />Below Subgrade Grade <br />Subgrade Grade <br />Subbase Grade <br />Below Subbase Grade <br />Base Course Grade <br />Below Bottom of Footing <br />Above Drain Level <br />Above Natural Grade <br />Above Toe Drain <br />NWC= <br />NEC= <br />SWG= <br />SEC= <br />BFG= <br />FG= <br />ODL= <br />BEG= <br />Soil Type: Processed Waste <br />Coal <br />Soil Type: Processed Waste <br />Coal <br />Soil Type: Processed Waste <br />Coal <br />Soil Type: Processed Waste <br />Coal <br />Soil Type: Processed Waste <br />Coal <br />Northwest Corner <br />Northeast Corner <br />Southwest Corner <br />Southeast Corner <br />Below Footing Grade <br />Footing Grade <br />Over Drain Level <br />Below Existing Grade <br />