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NORTHWEST COLORADO CONSULTANTS, INC. <br />CJ <br />NUCLEAR DENSITY TEST RESULTS <br />Project: Haul Road Y-B Project No.: 95-2384 Date: 7/25/96 <br />Report No.: 70 <br />C~ <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 />143 Sta. 43+00, L of 4' BSG P9 104.8 11.1 96 90 <br /> CL <br />144 Sta. 44+00, L of 6' BSG P10 106.6 10.2 94 " <br /> CL <br />145 Sta. 45+00 8' BSG 103.0 7.6 90 " <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.: 3 'laxtmum ~~: 115.5 O:!C: 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 Ctay <br />Soil Type: Sandy Clay w/ <br /> Sand Fragments <br />Soil Type: Sandy Claye <br />Soil Type: Ctaystone <br />Soil Type: Clay <br />Soil Type: Claystone <br />Soil Type: Sandy Clay <br />Soil Type: Silty Sand <br />Soil Type: Sandy Clay w/ <br /> Sandstone Fragments <br />Soil Type: Clayey Sand w/ <br /> Sandstone Fragments <br />Soil Type: <br /> <br />