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NORTHWEST COLORADO CONSULTANTS, INC. <br />NUCLEAR DENSITY TEST RESULTS <br />Project: Waste Coal Pile Project No.: 95-2296 Date: 06/05/98 <br />Report No.: 33 <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 />136. N-31500.0 6925.0 3 90.8 18.0 95 90 <br /> E-16750.0 <br />1371. N-31650.0 6929.5 3 92.3 16.5 97 90 <br /> E-16800.0 <br />138 N-32132.9 6915.0 3 86.7 16.9 91 90 <br /> E-17111.4 <br />139 N-32040.3 6923.4 3 89.5 15.2 94 90 <br /> E-17045.2 <br />140 N-31792.4 6931.7 3 86.7 17.1 91 90 <br /> E-16891.1 <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 />61B= <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 />Goal <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 />