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NORTHWEST COLORADO CONSULTANTS, INC. <br />NUCLEAR DENSITY TEST RESULTS <br />Project: Haul Road Y-A Project No.: 95-2384 Date: B/10/95 <br />Report No.: 1 <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 /> 36" CMP <br />1 Sta. 8+20, 100' R 32' BSG 1 98.3 13.6 92 90 <br /> of CL <br />2 Sta. 8+20, 20' L of 30' BSG 100.4 17.4 94 " <br /> CL <br />3 Sta. 8+40, 20' L of 28' BSG 100.6 12.5 94 " <br /> CL <br />4 Sta. 8+40, 80' R of 30' BSG 101.2 12.5 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 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: <br />Soil Type: <br />Northwest Corner <br />Northeast Comer <br />Southwest Corner <br />Southeast Corner <br />Below Footing Grade <br />Footing Grade <br />