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NORTHWEST COLORADO CONSULTANTS, INC. <br />NUCLEAR DENSITY TEST RESULTS <br />Project: Haul Road Y-A Project No.: 95-2384 Date: 8/18/95 <br />Repoli No.: 7 <br />Test <br />Number Location Depth <br />Elevation Proctor <br />Number Dry <br />Density <br />(P~) Water <br />Content <br />(%) Actual <br />Compaction Required <br />Compaction <br />23 Sta. 7+75, 16' L of 4' BSG T 101.6 15.1 95 90 <br /> CL <br />24 Sta. 9+00, 12' R of 2 96.2 12.4 94 " <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.: 3 Maximum DD: 102.0 OMC:15.5 <br />Comments: <br />Soil Type: Sandy Clay <br />Soil Type: Sandy Clay with <br />Sandstone Fragments <br />Soil Type: Sandy Clay <br />BSG= Below Subgrade Grade NWC= Northwest Corner <br />SG= Subgrade Grade NEC= Northeast Corner <br />SBG= Subbase Grade SWC= Southwest Corner <br />BSBG= Below Subbase Grade SEC= Southeast Corner <br />BCG= Base Course Grade BFG= Below Footing Grade <br />BBF= Below Bottom of Footing FG= Footing Grade <br />~o <br />• <br /> <br />