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NORTHWEST COLORADO CONSULTANTS, INC. <br />NUCLEAR DENSITY TEST RESULTS <br />Project: Haul Road Y-A Project No.: 95-2384 Date: 8/12195 <br />Report No.: 3 <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 />10 Sta. 8+35, 100' L 12' BSG 1 105.5 14.2 99 90 <br /> of CL <br />11 Sta. 8+20, at CL 12' BSG 101.3 15.7 95 " <br />12 Sta. 8+40, 60' R of 15' BSG 97.0 10.0 91 " <br /> CL <br />13 Sta. 1+35, 10' R of 3' BSG 101.7 14.3 95 " <br /> CL <br />Proctor Data: <br />No.: 1 Maximum DD: 107.0 OMC: 16.5 <br />No.: Maximum DD: OMC: <br />No.: Maximum DD: OMC: <br />Comments: <br />BSG= Below Subgrede 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: <br />Soil Type: <br />Northwest Comer <br />Northeast Comer <br />Southwest Corner <br />Southeast Corner <br />Below Footing Grade <br />Footing Grade <br />