Laserfiche WebLink
NORTHWEST COLORADO CONSULTANTS, INC. <br />NUCLEAR DENSITY TEST RESULTS <br />Project: Haul Road Y-A Project No.: 95-2384 Date: 917/95 <br />Report No.: 16 <br />Test <br />Number Location Depth <br />Elevation Proctor <br />Number Dry <br />Density <br />(PCfI Water <br />Content <br />~%) Actual <br />Compaction Required <br />Compaction <br />42 Sta. 74+00, 24' L 1' BSG 4 105.3 17.9 100+ 95 <br /> of CL <br />43 Sta. 73+00, 10' R 2' BSG 102.2 16.8 98 " <br /> of 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 />Comments: <br />Soil Type: Sandy Clay <br />Soil Type: Sandy Clay with <br />Sandstone Fragments <br />Soil Type: Sandy Clay <br />Soil Type: Claystone <br />BSG= Below Subgrade 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 />~J <br /> <br />r1 <br />f.J <br />