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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: 9/22/95 <br />Report No.: 27 <br /> <br /> <br />Test <br />Number Location Depth <br />Elevation Proctor <br />Number Dry <br />Density <br />(Pct Water <br />Content <br />(%) Actual <br />Compaction Reqwred <br />Compaction <br />60 Sta.91+00; 16'BSG 3 98.4 14.8 96 .90 <br /> 25'R of CL <br />61 Sta.93+50; 16'BSG 3 95.9 14.0 94 90 <br /> 10'R of CL <br />62 Sta. 95+00; At CL 14'BSG 3 97.7 14.2 96 90 <br />Proctor Data: <br />No.: 1 <br />No.: 2 <br />No.: 3 <br />No.: 4 <br />No.: 5 <br />Comments: <br />BSG= <br />SG= <br />SBG= <br />BSBG= <br />BCG= <br />BBF= <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 />Below Subgrade Grade <br />Subgrade Grade <br />Subbase Grade <br />Below Subbase Grade <br />Base Course Grade <br />Below Bottom of Footing <br />Soil Type: Sandy Ctay <br />Soil Type: Sandy Clay with <br />Sandstone Fragments <br />Soil Type: Sandy Ciay <br />Soil Type: Claystone <br />Soil Type: Clay <br />NWC= Northwest Corner <br />NEC= Northeast Corner <br />SWC= Southwest Corner <br />SEC= Southeast Corner <br />BFG= Below Footing Grade <br />FG= Footing Grade <br />