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NORTHWEST COLORADO CONSULTANTS, INC. <br />C~ <br />NUCLEAR DENSITY TEST RESULTS <br />Project: Haul Road Y-B Project No.: 95-2384 Date: 813/96 <br />Report No.: 75 <br />• <br />Test <br />Number Locauon Depth <br />Elevation Proctor <br />Number Dry <br />Density <br />(Pcfl Water <br />Content <br />!%) Actual <br />Compaction Requireo <br />Compaction <br />149 Sta. 2+30. 15' L of 23' BTE - I 104.7 20.3 99 95 <br /> E. cr CL <br />150 Sta. 2+75. 5' R. or 24' BTE - 107.8 16.0 99 95 <br /> E. cr 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.: 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.: P9 Maximum DD: 109.0 OMC: 16.5 <br />No.: P10 Maximum DD: 114.0 OMC: 15.8 <br />No.: Maximum DD: OMC: <br />Soil Type: Sandy Clay <br />Soil Type: Sandy Ctay w/ <br /> Sand Fragments <br />Soil Type: Sandy Claye <br />Soil Type: Claystone <br />Sail Type: Clay <br />Soil Type: Claystone <br />Soil Type: Sandy Clay <br />Soil Type: Silty Sand <br />Soil Type: Sandy Clay wl <br /> Sandstone Fragments <br />Soil Type: Clayey Sand w~ <br /> Sandstone Fragments <br />Soil Type: <br /> <br />