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NORTHWEST COLORADO CONSULTANTS, INC. <br />NUCLEAR DENSITY TEST RESULTS <br />Project: Haul Road Y-A Project No.: 95-2384 Date: 8/10/95 <br />Report No.: 1 <br />Test <br />Number Location Depth <br />Elevation Proctor <br />Number Dry <br />Density <br />(Pct Water <br />Content <br />~%) Actual <br />Compaction Required <br />Compaction <br /> 36" CMP <br />1 Sta. 8+20. 100' R 32' BSG 1 9B.3 13.6 92 90 <br /> of CL <br />2 Sta. 8+20, 20' L of 30' BSG 100.4 17.4 9a " <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= <br />SG= <br />SBG= <br />BSBG= <br />BCG= <br />BBF= <br />Below Subgrade Grade <br />Subgrade Grade <br />Subbase Grade <br />Below Subbase Grade <br />Base Course Grade <br />Below Bottom of Footing <br />Soil Type: Sandy Clay <br />Soil Type: <br />Soil Type: <br />NWC= Northwest Corner <br />NEC= Northeast Corner <br />SWC= Southwest Corner <br />SEC= Southeast Corner <br />BFG= Below Footing Grade <br />FG= Footing Grade <br />t._ <br /> <br />• <br />