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NORTHWEST COLORADO CONSULTANTS, INC. <br /> <br />NUCLEAR DENSITY TEST RESULTS <br />Project: Haul Road Y-A Project No.: 95-2384 Date: 8/24/95 <br />Report No.: 10 <br /> <br />Test <br />Number Location Depth <br />Elevation Proctor <br />Number Dry <br />Density <br />(Pc>7 Water <br />Content <br />(%) Actual <br />Compaction Required <br />Compaction <br />30 Sta.24+00: 2'BSG 2 103.8 20.9 92 90 <br /> 12'R of CL <br />31 Sta. 22+50; At CL 3'BSG 2 96.1 26.6 85 90 <br />32 Sta.21+50; 3'BSG 2 94.7 33.6 84 90 <br /> 20'L of CL <br />Proctor Data: <br />No.: 1 <br />No.: 2 <br />No.: 3 <br />Comments: <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 />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 />NWC= Northwest Corner <br />NEC= Northeast Corner <br />SWC= Southwest Corner <br />SEC= Southeast Comer <br />BFG= Below Footing Grade <br />FG= Footing Grade <br />• <br />