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NORTHWEST COLORADO CONSULTANTS, INC. <br /> <br />NUCLEAR DENSITY TEST RESULTS <br />Project: Haul Road Y-B Project No.: 95-2384 Date: 8/14/96 <br />Report No.: 84 <br /> <br /> <br />Test <br />Number Location Depth <br />Elevation Proctor <br />Number Dry <br />Density <br />(P~ Water <br />Content <br />~%) Actual <br />Compaction Required <br />Compaction <br />176 Sta. 49+00, L of 8' BSG 11 100.7 9.8 90 90 <br /> CL <br />177 Sta. 46+00, at CL 4' BSG 13 109.2 14.6 94 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.: 8 Maximum DD: 116.5 OMC: 12.0 <br />No.: 9 Maximum DD: 109.0 OMC: 16.5 <br />No.: 10 Maximum DD: 114.0 OMC: 15.8 <br />No.: 11 Maximum DD: 111.5 OMC: 16.5 <br />No.: 12 Maximum DD: 110.5 OMC: 17.0 <br />No.: 13 Maximum DD: 116.7 OMC: 14.5 <br />Soil Type: Sandy Clay <br />Soii Type: Sandy Clay w/ <br /> Sand Fragments <br />Soil Type: Sandy Ctay <br />Soil Type: Claystone <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: Sandy Clay <br />Soil Type: Sandy Clay <br />Soil Type: Sand 8 Silt <br />