Laserfiche WebLink
NORTHWEST COLORADO CONSULTANTS, INC. <br />NUCLEAR DENSITY TEST RESULTS <br />Project: Haul Road Y-A Project No.: 95-2384 Date: 8/15!95 <br />Report No.: 5 <br />Test <br />Number Location Depth <br />Elevation Proctor <br />Number Dry <br />Density Water <br />Content Actual <br />Compaction Required <br />Compaction <br />19 Sta. 1+65, 10' R of SG Z 108.0 15.1 96 90 <br /> CL <br />20 Sta. 1+20, at CL SG 107.9 14.8 96 " <br />21 Sta. 0+50, 18' L of SG 103.7 15.1 92 " <br /> CL <br />Proctor Data: <br />No.: 1 <br />No.: 2 <br />No.: <br />Comments: <br />BSG= <br />SG= <br />SBG= <br />BSBG= <br />BCG= <br />BBF= <br />Maximum DD: 107.0 OMC: 16.5 <br />Maximum DD: 112.5 OMC: 15.5 <br />Maximum DD: OMC: <br />Below Subgrade Grade <br />Subgrade Grade <br />Subbase Grade <br />Below Subbase Grade <br />Base Course Grade <br />Below Bottom of Footing <br />Soil Type: Sandy Clay <br />Soil Type: Sandy Clay with <br />Sandstone Fragments <br />Soil Type: <br />NWC= Northwest Corner <br />NEC= Northeast Corner <br />SWC= Southwest Corner <br />SEC= Southeast Corner <br />BFG= Below Footing Grade <br />FG= Footing Grade <br /> <br /> <br />• <br />