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<br />NORTHWEST COLORADO CONSULTANTS, INC. <br />~J <br />• <br />NUCLEAR DENSITY TEST RESULTS <br />Project: Haul Road Y-A <br />Project No.: 95-2384 <br />Report No.: 13 <br />Date: 8/31 /95 <br />Test <br />Number Location Depth <br />Elevation Proctor <br />Number Dry <br />Density <br />c Water <br />Content Actual <br />Compaction Required <br />Compaction <br />36 Sta.40+50; 1.5'BSG 3 98.2 19.4 96 90 <br /> 15'L of CL <br />37 Sta.39+00; 1.5'BSG 3 96.3 19.6 94 90 <br /> 15'R 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 />Comments: <br />BSG= Below Subgrade Grade NWC= <br />SG= Subgrade Grade NEC= <br />SBG= Subbase Grade SWC= <br />BSBG= Below Subbase Grade SEC= <br />BCG= Base Course Grade BFG= <br />BBF= Below Bottom of Footing FG= <br />Soil Type: Sandy Clay <br />Soil Type: Sandy Clay with <br />Sandstone Fragments <br />Soil Type: Sandy Ctay <br />Northwest Comer <br />Northeast Comer <br />Southwest Comer <br />Southeast Comer <br />Below Footing Grade <br />Footing Grade <br />• <br />