Laserfiche WebLink
NORTHWEST COLORADO CONSULTANTS, INC. <br /> <br />NUCLEAR DENSITY TEST RESULTS <br />Project: Haul Rcad Y-A Project No.: 95-2384 Date: 9/26/95 <br />Report No.: 29 <br /> <br /> <br />Test <br />Number Location Depth <br />Elevation Proctor <br />Number Dry <br />Density <br />(PCf) Water <br />Content <br />~%) Actual <br />Compaction Required <br />Compaction <br />65 Sta. 110+50, 20' L 6' BSG a 103.0 13.1 99 90 <br /> of CL <br />66 Sta. 114+00, 20' L 4' BSG 6 108.4 14.1 100+ 90 <br /> of CL <br />67 Sta. 117+50, 25' R 10' BSG 110.9 13.3 100+ 90 <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 />No.: 5 Maximum DD: 100.5 OMC:18.0 <br />No.; 6 Maximum DD: 108.0 OMC:19.0 <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 BFG3 <br />BBF= Below Bottom of Footing FG= <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: Ctay <br />Soil Type: Claystone <br />Northwest Comer <br />Northeast Corner <br />Southwest Comer <br />Southeast Comer <br />Below Footing Grade <br />Footing Grade <br />