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NORTHWEST COLORADO CONSULTANTS, INC. <br /> <br />NUCLEAR DENSITY TEST RESULTS <br />Project: Haul Road Y-8 Project No.: 95-2384 Date: 7/2196 <br />Report No.: 57 <br />• <br />Test <br />Number Location Depth <br />Elevation Proctor <br />Number Dry <br />Density <br />(Pcfl Water <br />Content <br />(%) Actual <br />Compaction Required <br />Compaction <br />112 Sta. 2+00; 15'L of SG 2 112.7 12.8 100+ 90 <br /> CL <br />113 Sta. 0+00; 12'L of SG 7 100.0 15.7 95 90 <br /> CL <br />114 Sta. 3+50; 20'L of SG 2 105.4 11.7 94 90 <br /> CL <br />Proctor Data: <br />Soil Type: Sandy Clay <br />Soil Type: Sandy Clay w/ <br /> Sand Fragments <br />Soil Type: Sandy Clay <br />Soil Type: Claystone <br />Soil Type: Clay <br />Soil Type: Claystone <br />Soil Type: Sandy Clay <br /> <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 />No.: 7 Maximum DD: 105.5 OMC: 19.5 <br />Comments: <br />BSG= <br />SG= <br />SBG= <br />BSBG= <br />BCG= <br />BBF= <br />LS= <br />Below Subgrade Grade <br />Subgrade Grade <br />Subbase Grade <br />Below Subbase Grade <br />Base Course Grade <br />Below Bottom of Footing <br />Left Shoulder <br />NWC= <br />NEC= <br />SWC= <br />SEC= <br />BFG= <br />FG= <br />Northwest Comer <br />Northeast Corner <br />Southwest Comer <br />Southeast Comer <br />Below Footing Grade <br />Footing Grade <br />