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NORTHWEST COLORADO CONSULTANTS, INC. <br />NUCLEAR DENSITY TEST RESULTS <br /> <br />Project: Haul Road Y-A Project No.: 95-2384 Date: 9/11/95 <br />Report No.: 18 <br />Test <br />Number Location Depth <br />Elevation Proctor <br />Number Dry <br />Density <br />c Water <br />Content Actual <br />Compaction Required <br />Compaction <br />47 Sta.72+00; SG 4 103.1 19.2 99 90 <br /> 15'RofCL <br />48 Sta.77+00; 5'BSG 4 100.2 17.8 96 90 <br /> 15'RofCL <br />49 Sta.92+00; 24'BSG 4 98.4 14.0 94 90 <br /> 10'LofCL <br />Proctor Data: <br />No.: 1 Maximum DD: 107.0 OMC: 16.5 <br />No.: 2 Maximum DD: 112.5 OMC: 15.5 <br />No.: 3 Maximum DD: 102.0 OMC:15.5 <br />No.: 4 Maximum DD: 104.5 OMC:18.0 <br />Comments: <br />BSG= Below Subgrade Grade <br />SG= Subgrade Grade <br />SBG= Subbase Grade <br />BSBG= Below Subbase Grade <br />BCG= Base Course Grade <br />BBF= Below Bottom of Footing <br />Soil Type: Sandy Clay <br />Soil Type: Sandy Clay with <br />Sandstone Fragments <br />Soil Type: Sandy Clay <br />Soil Type: Claystone <br />NWC= Northwest Comer <br />NEC= Northeast Comer <br />SWC= Southwest Comer <br />SEC= Southeast Comer <br />BFG= Below Footing Grade <br />FG= Faoting Grade <br /> <br /> <br />