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NORTHWEST COLORADO CONSULTANTS, INC. <br />NUCLEAR DENSITY TEST RESULTS <br />Project: Haul Road Y-A Project No.: 95-2384 Date: 9125!95 <br />Report No.: 28 <br />Test <br />Number Location Depth <br />Elevation Proctor <br />Number Dry <br />Density <br />( Cf) Water <br />Content <br />(%) Actual <br />Compaction Required <br />Compaction <br />63 Sta. 120+00, 30' L 28' BSG 3 98.2 12.4 96 90 <br /> of CL <br />64 Sta. 122+00, 8' L 24' BSG 3 101.2 12.3 99 90 <br /> 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 OD: 102.0 OMC:15.5 <br />No.: 4 Maximum DD: 104.5 OMC:18.0 <br />No.: 5 Maximum OD: 100.5 OMC:18.0 <br />Soil Type: Sandy Clay <br />Soil Type: Sandy Clay with <br />Sandstone Fragments <br />Soil Type: Sandy Clay <br />Soil Type: Claystone <br />Soii Type: Clay <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 />NWC= Northwest Comer <br />NEC= Northeast Comer <br />SWC= Southwest Comer <br />SEC= Southeast Corner <br />BFG= Below Footing Grade <br />FG= Footing Grade <br />