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NORTHWEST COLORADO CONSULTANTS, INC. <br />NUCLEAR DENSITY TEST RESULTS <br />Project: Haul Road Y-B Project No.: 95-2384 Date: 8/7/96 <br />Report No.: 78 <br />Test <br />Number Locauon Depth <br />Elevation Proctor <br />Number Dry <br />Density <br />(Pcfl Water <br />Content <br />(%1 Actual <br />Compaction Reqwred <br />Compaction <br /> Pond 010 <br /> Embankment <br />155 Sta. 3+00. 25' R. 13' BTE 1 106.1 15.2 99 95 <br /> of E. CL <br />156 Sta. 1+80. 30' L. 3' ATD 1 105.9 14.8 99 95 <br /> of E. CL <br />157 Sta. 2+45. 30' L. 3' ATD 1 105.0 14.3 98 95 <br /> of E. CL <br />158 Sta. 2+80. 20' L. 3' ATD 1 103.6 13.3 97 95 <br /> of E. 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.: 9 Maximum DD: 109.0 OMC: 16.5 <br />No.: 10 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 Ctay <br />Soil Type: Claystone <br />Soil Type: Clay <br />Soil Type: Claystone <br />Soil Type: Sanay Clay <br />Soil Type: Silty Sand <br />Soil Type: Sandy Clay w/ <br /> Sandstone Fragments <br />Soil Type: Clayey Sand wl <br /> Sandstone Fragments <br />Soil Type: <br />• <br />• <br />Page 112 • <br />