Laserfiche WebLink
NORTHWEST COLORADO CONSULTANTS, {NC. <br />NUCLEAR DENSITY TEST RESULTS <br />Project: Haul Road Y-A Project No.: 95-2384 Date: 8/16/95 <br />Report No.: 6 <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 />22 Sta. 8+25, 10' R of 14' BSG Z 104.1 18.3 93 90 <br /> 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.: Maximum DD: OMC: <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 Foottng FG= <br />Soil Type: Sandy Clay <br />Soil Type: Sandy Clay with <br />Sandstone Fragments <br />Soil Type: <br />Northwest Corner <br />Northeast Corner <br />Southwest Corner <br />Southeast Corner <br />Below Footing Grade <br />Footing Grade <br /> <br />rl~, <br />u <br />• <br />