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NORTHWEST COLORADO CONSULTANTS, INC. <br />NUCLEAR DENSITY TEST RESULTS <br />Project: Waste Coal Pile Protect No.: 95-2296 Date: 06/14/99 <br />Report No.: 42 <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 />173 N30470.0; 6997.2 2 94.5 7.2 95 90 <br /> E16399.9 <br />174 N30607.7; 6992.1 2 89.7 8.4 91 90 <br /> E 16419.5 <br />175 N30820.3; 6986.8 2 89.8 9.9 91 90 <br /> E16432.5 <br />176 N31002.8; 6970.7 2 89.2 8.5 90 90 <br /> E16448.9 <br />177 N31175.2; 6954.9 2 93.8 14.8 95 90 <br /> E 16446.7 <br />Proctor Data: <br />No.: 1 <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: 86.5 OMC: 15.5 <br />Maximum DD: 99.0 OMC: 14.0 <br />Maximum DD: 95.5 OMC: 14.0 <br />Maximum DD: 90.5 OMC: 16.0 <br />Maximum DD: 90.0 OMC: 18.5 <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 />SWC= <br />SEC= <br />BFG= <br />FG= <br />ODL= <br />BEG= <br />B1B= <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 />Below 1st Bench <br />