Laserfiche WebLink
NORTHWEST COLORADO CONSULTANTS, INC. <br />NUCLEAR DENSITY TEST RESULTS <br /> <br />Project: Haul Road Y-B Project No.: 95-2384 Date: 7/19/96 <br />Report No.: 66 <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 />128 Sta. 35+00 1' BSG 7 99.7 14.8 95 90 <br />129 Sta. 36+00 3' BSG 7 100.9 20.1 96 90 <br />130 Sta. 37+00 3' BSG 7 99.1 13.9 94 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 />No.: 8 Maximum DD: 116.5 OMC: 12.0 <br />Comments: <br />BSG= <br />SG= <br />SBG= <br />BSBG= <br />BCG= <br />88F= <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: Ctay <br />Soil Type: Claystone <br />Soil Type: Sandy Clay <br />Soil Type: Silty Sand <br />NWC= Northwest Comer <br />NEC= Northeast Comer <br />SWC= Southwest Comer <br />SEC= Southeast Comer <br />BFG= Below Footing Grade <br />FG= Footing Grade <br /> <br /> <br />