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NORTHWEST COLORADO CONSULTANTS, INC. <br /> <br />NUCLEAR DENSITY TEST RESULTS <br />Project: Haul Road Y-A Project No.: 95-2384 Date: 8/11/95 <br />Report No.: 2 <br /> <br />• <br />Test <br />Number Location Depth <br />Elevation Proctor <br />Number Dry <br />Density <br />(Pcfl Water <br />Content <br />~%) Actual <br />Compaction Required <br />Compaction <br />5 Sta. 0+75, 25' L of 6' BSG 1 103.3 15.8 97 90 <br /> CL <br />6 Sta. 1+20. 15' R of 8' BSG 99.9 15.5 93 " <br /> CL <br />7 Sta. 8+25, 10' L of 23' BSG 96.9 13.5 91 " <br /> CL <br />8 Sta. 8+50. 40' L of 22' BSG 98.4 14.8 92 " <br /> CL <br />9 Sta. 8+40, 18' R of 24' BSG 97.2 15.4 91 " <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 Canner <br />NEC= Northeast Corner <br />$WC= Southwest Corner <br />SEC= Southeast Corner <br />BFG= Below Footing Grade <br />FG= Footing Grade <br />