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NORTHWEST COLORADO CONSULTANTS, INC. <br />NUCLEAR DENSITY TEST RESULTS <br />Project: Haul Road Y-B Project No.: 95-2384 Date: 7/10/96 <br />Report No.: 60 <br />Test <br />Number Location Depth <br />Elevation Proctor <br />Number Dry <br />Density <br />(P~l Water <br />Content <br />~%) Actual <br />Compaction Required <br />Compaction <br />117 Sta. 19+00 7.5'BSG 7 99.8 12.6 95 90 <br />118 Sta. 19+75 7.5'BSG 7 102.0 12.8 97 90 <br />119 Sta. 20+50 7.5'BSG 7 93.9 12.8 89 90 <br />Proctor Data: <br />No.: 1 <br />No.: 2 <br />No.: 3 <br />No.: 4 <br />No.: 5 <br />No.: 6 <br />No.: 7 <br />Comments: <br />BSG= <br />SG= <br />SBG= <br />BSBG= <br />BCG= <br />BBF= <br />LS= <br />Maximum DD: 107.0 OMC: 16.5 <br />Maximum DD: 112.5 OMC: 15.5 <br />Maximum DD: 102.0 OMC: 15.5 <br />Maximum DD: 104.5 OMC: 18.0 <br />Maximum DD: 100.5 OMC: 18.0 <br />Maximum DD: 108.0 OMC: 19.0 <br />Maximum DD: 105.5 OMC: 19.5 <br />Below Subgrade Grade <br />Subgrade Grade <br />Subbase Grade <br />Below Subbase Grade <br />Base Course Grade <br />Below Bottom of Footing <br />Left Shoulder <br />NWC= <br />NEC= <br />swc= <br />SEC= <br />BFG= <br />FG= <br />Soil Type: Sandy Clay <br />Soil Type: Sandy Clay w/ <br /> Sand Fragments <br />Soil Type: Sandy Clay <br />Soil Type: Claystone <br />Soil Type: Clay <br />Soil Type: Claystone <br />Soil Type: Sandy Clay <br />Northwest Comer <br />Northeast Comer <br />Southwest Comer <br />Southeast Corner <br />Below Footing Grade <br />Footing Grade <br /> <br /> <br /> <br />