Laserfiche WebLink
<br />NORTHWEST COLORADO CONSULTANTS, INC. <br /> <br />NUCLEAR DENSITY TEST RESULTS <br />Project: Haul Road Y-A Project No.: 95-2384 Date: 8/29/95 <br />Report No.: 12 <br /> <br />Test <br />Number Location Depth <br />Elevation Proctor <br />Number Dry <br />Density <br />c Water <br />Content Actual <br />Compaction Required <br />Compaction <br />33 Sta.32+50; 6'BSG 1 100.9 20.5 94 90 <br /> 30'L of CL <br />34 Sta.25+00; SG 1 107.3 13.6 100+ 90 <br /> 8'R of CL <br />35 Sta. 22+75; At CL SG 1 107.3 13.8 100+ 90 <br />Proctor Data: <br />No.: 1 <br />No.: 2 <br />No.: 3 <br />Comments: <br />Maximum DD: 107.0 OMC: 16.5 <br />Maximum DD: 112.5 OMC: 15.5 <br />Maximum DD: 102.0 OMC:15.5 <br />BSG= Below Subgrade Grade <br />SG= Subgrade Grade <br />SBG= Subbase Grade <br />BSBG= Below Subbase Grade <br />BCG= Base Course Grade <br />BBF= Below Bottom of Footing <br />Soil Type: Sandy Clay <br />Soil Type: Sandy Clay with <br />Sandstone Fragments <br />Soil Type: Sandy Clay <br />NWC= Northwest Comer <br />NEC= Northeast Comer <br />SWC= Southwest Comer <br />SEC= Southeast Corner <br />BFG= Below Footing Grade <br />FG= Footing Grade <br />• <br />