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NORTHWEST COLORADO CONSULTANTS, INC. <br />NUCLEAR DENSITY TEST RESULTS <br /> <br />Project: Haul Road Y-B Project No.: 95-2384 Date: 7/23/96 <br />Report No.: 68 <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 /> Left of Centerline <br />136 Sta. 24+00 SG 9 100.2 11.7 92 90 <br />137 Sta. 25+00 SG 9 104.6 13.3 96 90 <br />138 Sta. 34+25 SG 2 106.6 11.4 97 90 <br />139 Sta. 37+00 SG 9 101.6 10.1 93 90 <br />Proctor Data: <br />No.: 1 Maximum DD: 107.0 OMC: 16.5 <br />No.: 2 Maximum DD: 112.5 DMC: 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 />No.: 8 Maximum DD: 116.5 OMC: 12.0 <br />No.: 9 Maximum DD: 109.0 OMC: 16.5 <br />Comments: <br />BSG= <br />SG= <br />SBG= <br />BSBG= <br />BCG= <br />BBF= <br />LS= <br />Below Subgrade Grade <br />Subgrade Grade <br />Subbase Grade <br />Below Subbase Grade <br />Base Course Grade <br />Below Bottom of Footing <br />Left Shoulder <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 />Soil Type: Silty Sand <br />Soii Type: Sandy Clay w/ <br /> Sandstone Fragments <br />NWC= Northwest Comer <br />NEC= Northeast Corner <br />SWC= Southwest Comer <br />SEC= Southeast Comer <br />BFG= Below Footing Grade <br />FG= Footing Grade <br /> <br />• <br />