Laserfiche WebLink
NORTHWEST COLORADO CONSULTANTS, INC. <br />NUCLEAR DENSITY TEST RESULTS <br />Project: Haul Road Y- B Projeet No.: 95-2384 Date: 6119/96 <br />Report No.: 51 <br />Test <br />Number Location Depth <br />Elevation Proctor <br />Number Dry <br />Density <br />~Pcfl Water <br />Content <br />~%) Actual <br />Compaction Required <br />Compaction <br />98 Sta. 5+50; at CL SG 4 102.3 15.0 98 90 <br />99 Sta. 8+20; 25'L of SG 2 107.8 17.8 96 90 <br /> CL <br />100 Sta. 10+10; 15'R SG 4 103.7 14.9 99 90 <br /> of CL <br /> <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 Ciay <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 />Comments: <br />BSG= Below Subgrade Grade NWC= <br />SG= Subgrade Grade NEC= <br />SBG= Subbase Grade SWC= <br />BSBG= Below Subbase Grade SEC= <br />BCG= Base Course Grade BFG= <br />BBF= Below Bottom of Footing FG= <br />Northwest Corner <br />Northeast Corner <br />Southwest Comer <br />Southeast Comer <br />Below Footing Grade <br />Footing Grade <br /> <br />