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NORTHWEST COLORADO CONSULTANTS, INC. <br />• <br />NUCLEAR DENSITY TEST RESULTS <br />Project: Haul Road Y-8 Project No.: 95-2384 Dafe: 7/3/96 <br />Report No.: 58 <br />C~ <br />Test <br />Number Logtion Depth <br />Elevation Proctor <br />Number Dry <br />Density <br />(Pctl Water <br />Content <br />~%1 Actual <br />Compaction Required <br />Compaction <br />115 Sta. 19+00 15'BSG 7 100.4 11.5 95 90 <br />116 Sta. 19+50 16'BSG 7 99.5 11.2 94 90 <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 />No.: 5 Maximum DD: 100.5 OMC: 18.0 <br />No.: 6 Maximum DD: 108.0 OMC: 19.0 <br />No.: 7 Maximum DD: 105.5 OMC: 19.5 <br />Soil Type: Sandy Clay <br />Soil Type: Sandy Ctay wl <br /> Sand Fragments <br />Soil Type: Sandy Clay <br />Soil Type: Claystone <br />Soil Type: Clay <br />Soil Type: Claystone <br />Soil Type: Sandy 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 />LS= Left Shoulder <br />NWC= Northwest Comer <br />NEC= Northeast Comer <br />SWC= Southwest Comer <br />SEC= Southeast Comer <br />BFG= Below Footlng Grade <br />FG= Footing Grade <br /> <br />