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NORTHWEST COLORADO CONSULTANTS, INC. <br />NUCLEAR DENSITY TEST RESULTS <br />Project: Haul Road Y-B Project No.: 95-2384 Date: 7/29/96 <br />Report No.: 72 <br />Test <br />Number Location Depth <br />Elevation Proctor <br />Number Dry <br />Density <br />jPcfl Wafer <br />Content <br />~%) Actual <br />Compaction Required <br />Compaction <br />146 Sta. 18+50, L of SG 10 112.1 17.1 98 90 <br /> CL <br />147 Sta. 19+50, L of SG 10 107.3 14.5 94 "90 <br /> CL <br />148 Sta. 20+50, L of SG "10 111.2 14.6 98 "90 <br /> 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 OD: 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 Clay w/ <br /> Sand Fragments <br />Soil Type: Sandy Claye <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 wl <br /> Sandstone Fragments <br />Soil Type: Clayey Sand w/ <br /> Sandstone Fragments <br />Soil Type: <br /> <br /> <br /> <br />