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NORTHWEST COLORADO CONSULTANTS, INC. <br />NUCLEAR DENSITY TEST RESULTS <br />Project: Haul Road Y- $ Project No.: 95-2384 Date: 6/28/96 <br />Report No.: 55 <br />Test <br />Number Location Depth <br />Elevation Proctor <br />Number Dry <br />Density <br />(P~1 Water <br />Content <br />~%) Actual <br />Compaction Required <br />Compaction <br />105 Sta. 4+00; at CL SG 1 103.4 14.8 97 90 <br />106 Sta. 3+00; 4'R of SG 1 105.2 13.3 98 90 <br /> LS <br />107 Sta. 1+60; at CL 1'BSG 1 102.7 16.5 96 90 <br />108 Sta. 0+25; 15'L of 1'BSG 1 105.3 16.3 98 90 <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 />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 />Soil Type: Sandy Clay <br />Soil Type: Sandy Clay with <br /> Sandstone Fragments <br />Soil Type: Sandy Clay <br />Soil Type: Claystone <br />Soil Type: Clay <br />Soil Type: Claystone <br /> <br /> <br />Comments: <br />BSG= Below Subgrsde Grade NWC= Northwest Corner <br />SG= Subgrade Grade NEC= Northeast Corner <br />SBG= Subbase Grade SWC= Southwest Comer <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 />LS= Left Shoulder <br />• <br />