Laserfiche WebLink
NORTHWEST COLORADO CONSULTANTS, INC. <br />NUCLEAR DENSITY TEST RESULTS <br />Project: Waste Coal Pile Project No.: 95-2296 Date: 11/6/97 <br />Report No.: 30 <br />Test <br />Number Location Depth <br />Elevation Proctor <br />Number Dry <br />Density <br />(Pct Water <br />Content <br />(%) Actual <br />Compaction Required <br />Compaction <br /> Area #1 <br />125 N - 31677.68 6923.5 3 90.4 16.1 95 90 <br /> E - 16734.12 <br />126 N - 31614.58 6928.2 3 87.8 16.8 92 90 <br /> E - 16639.84 <br />127 N - 31530.50 6929.9 3 92.1 17.2 96 90 <br /> E - 16649.93 <br />128 N - 31465.70 6931.6 3 93.0 17.1 -97 90 <br /> E - 16601.91 <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 />