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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: 8/25195 <br />Report No.: 11 <br />~ J <br />Test <br />Number Location Depth <br />Elevation Proctor <br />Number Dry <br />Density <br />(pCf; Water <br />Content <br />(%1 Actual <br />Compaction Required <br />Compaction <br />31A Retest of #31 3'BSG 2 103.6 16.0 92 90 <br />32A Retest of#32 3'BSG 2 102.4 14.1 91 90 <br />Proctor Data: <br />No.: 1 <br />No.: 2 <br />No.: 3 <br />Comments: <br />Maximum DD: 107.0 OMC: 16.5 <br />Maximum DD: 112.5 OMC: 15.5 <br />Maximum DD: 102.0 OMC:15.5 <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= <br />NEC= <br />SWC= <br />SEC= <br />BFG= <br />FG= <br />Soil Type: Sandy Ctay <br />Soil Type: Sandy Clay with <br />Sandstone Fragments <br />Soil Type: Sandy Clay <br />Northwest Corner <br />Northeast Corner <br />Southwest Corner <br />Southeast Corner <br />Below Footing Grade <br />Footing Grade <br />• <br />