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NORTHWEST COLORADO CONSULTANTS, INC. <br />NUCLEAR DENSITY TEST RESULTS <br />Project: Haul Road Y-A Project No.: 95-2384 Date: 8114/95 <br />Report No.: 4 <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 />14 Sta. 1+00, 20' R of 1.5' BSG 1 105.0 16.3 98 90 <br /> CL <br />15 Sta. 1+60, at CL 6' BSG 103.6 13.8 97 " <br />16 Sta. 7+25, 22' L of 2' BSG 2 113.4 15.6 101 " <br /> CL <br />17 Sta. 8+15, at CL 14' BSG 112.3 14.6 100 " <br />18 Sta. 9+00, 65' R of 25' BSG 110.8 18.5 98 " <br /> 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.: Maximum DD: OMC: <br />Soil Type: Sandy Clay <br />Soil Type: Sandy Clay with <br />Sandstone Fragments <br />Soil Type: <br />Comments: <br />BSG= Below Subgrade Grade <br />SG= Subgrade Grade <br />SBG= Subbase Grade <br />BSBG= Below Subbase Grade <br />BCG= Base Course Grade <br />BBF= Below Bottom of Footing <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 />