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NORTHWEST COLORADO CONSULTANTS, INC. <br /> <br />NUCLEAR DENSITY TEST RESULTS <br />Project: Haul Road Y-6 Project No.: 95-2384 Date: 7/24!96 <br />Report No.: 69 <br /> <br /> <br />Test <br />Number Logtion Depth <br />Elevation Proctor <br />Number Dry <br />Density <br />(P~ Water <br />Content <br />(%) Actual <br />Compaction Required <br />Compaction <br />140 Sta. 39+00, L of SG 8 110.6 7.5 95 90 <br /> CL <br />141 Sta. 40+50, L of SG 107.5 7.9 93 " <br /> CL <br />142 Sta. 42+25, L of SG 106.9 7.5 92 " <br /> Shoulder <br />Proctor Data: <br />No.: 1 Maximum DD: 107.0 DMC: 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 />No.: 8 Maximum DD: 116.5 OMC: 12.0 <br />No.: 9 Maximum DD: 109.0 OMC: 16.5 <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 />Lek Shoulder <br />Soil Type: Sandy Ciay <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 Ctay <br />Soil Type: Silty Sand <br />Soil Type: Sandy Clay w/ <br /> Sandstone Fragments <br />NWC= Northwest Corner <br />NEC= Northeast Comer <br />SWC= Southwest Comer <br />SEC= Southeast Comer <br />BFG= Below Footing Grade <br />FG= Footing Grade <br />