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NORTHWEST COLORADO CONSULTANTS, INC. <br />• <br />NUCLEAR DENSITY TEST RESULTS <br />Project: Haul Road Y-A Project No.: 95-2384 Date: 8/12/95 <br />Report No.: 3 <br />• <br />Test <br />Number Location Depth <br />Elevation Proctor <br />Number Dry <br />Density Water <br />Content Actual <br />Compaction Reqwred <br />Compaction <br />10 Sta. 8+35, 100' L 12' BSG 1 105.5 14.2 99 90 <br /> of CL <br />11 Sta. 8+20, at CL 12' BSG 101.3 15.7 95 <br />12 Sta. 8+40, 60' R of 15' BSG 97.0 10.0 91 " <br /> CL <br />13 Sta. 1+35, 10' R of 3' BSG 101.7 14.3 95 <br /> CL <br />Proctor Data: <br />No.: 1 Maximum DD: 107.0 OMC: 16.5 <br />No.: Maximum DD: OMC: <br />No.: Maximum DD: OMC: <br />Comments: <br />BSG= <br />SG= <br />SBG= <br />BSBG= <br />BCG= <br />BBF= <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: <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 />