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NORTHWEST COLORADO CONSULTANTS, INC. <br />NUCLEAR DENSITY TEST RESULTS <br />Project: Haul Road Y-A Project No.: 95-2384 Date: 9/6/95 <br />Report No.: 15 <br />Test <br />Number Location Depth <br />Elevation Proctor <br />Number Dry <br />Density <br />(Pcf) Water <br />Content <br />~%) Actual <br />Compaction Required <br />Compaction <br />40 Sta. 62+00; At CL SG 4 102.1 12.7 98 90 <br />41 Sta.75+00; 10'BSG 4 101.7 17.0 97 90 <br /> 14'L of CL <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 />Soil Type: Sandy Clay <br />Soil Type: Sandy Clay with <br />Sandstone Fragments <br />Soil Type: Sandy Clay <br />Soil Type: Claystone <br />BSG= Below Subgrede Grade NWC= Northwest Corner <br />SG= Subgrede Grade NEC= Northeast Comer <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 /> <br /> <br />