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NORTHWEST COLORADO CONSULTANTS, INC. <br />• <br />NUCLEAR DENSITY TEST RESULTS <br />Project: Haul Road Y-B Project No.: 95-2384 Date: 7/12/96 <br />Report No.: 6'~ <br />• <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 />120 Sta. 19+00 2'BSG 2 109.1 10.9 97 90 <br />121 Sta. 20+00 1'BSG 2 104.3 11.2 93 90 <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 />No.: 4 Maximum DD: 104.5 OMC: 18.0 <br />No.: 5 Maximum DD: 100.5 OMC: 18.0 <br />No.: 6 Maximum DD: 108.0 OMC: 19.0 <br />No.: 7 Maximum DD: 105.5 OMC: 19.5 <br />Soil Type: Sandy Clay <br />Soil Type: Sandy Clay w/ <br /> Sand Fragments <br />Soil Type: Sandy Clay <br />Soil Type: Claystone <br />Soil Type: Clay <br />Soil Type: Claystone <br />Soil Type: Sandy Clay <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 />LS= Left Shoulder <br />NWC= Northwest Corner <br />NEC= Northeast Corner <br />SWC= Southwest Comer <br />SEC= Southeast Corner <br />BFG= Below Footing Grade <br />FG= Footing Grade <br />• <br />