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NORTHWEST COLORADO CONSULTANTS, 1NC. <br /> <br />NUCLEAR DENSITY TEST RESULTS <br />Project: Haul Road Y-A Project No.: 95-2384 Date: 8/22/95 <br />Report No.: 9 <br /> <br />Test <br />Number Location Depth <br />Elevation Proctor <br />Number Dry <br />Density <br />(Pcfl Water <br />Content <br />(%) Actual <br />Compaction Required <br />Compaction <br />28 Sta.23+15; 6'BSG 1 101.6 17.5 95 90 <br /> 12'RofCL <br />29 Sta. 24+40; at CL 6'BSG 2 109.0 18.6 97 90 <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:1S.5 <br />Soil Type: Sandy Clay <br />Soil Type: Sandy Ctay with <br />Sandstone Fragments <br />Soil Type: Sandy Clay <br />BSG= Below Subgrade Grade NWC= Northwest Corner <br />SG= Subgrade Grade NEC= Northeast Corner <br />SBG= Subbase Grade SWC= Southwest Corner <br />BSBG= Below Subbase Grade SEC= Southeast Corner <br />BCG= Base Course Grade BFG= Below Footing Grade <br />BBF= Below Bottom of Footing FG= Footing Grade <br /> <br />