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<br />NORTHWEST COLORADO CONSULTANTS, 1NC. <br />NUCLEAR DENSITY TEST RESULTS <br />• <br />Project: Haul Road Y-8 <br /> <br />Project No.: 95-2384 Date: 8/8/96 <br />Report No.: 79 <br />Test <br />Number Locauon Depth <br />Elevation Proctor <br />Number Dry <br />Density <br />(Pofl Water <br />Content <br />(%1 Actual <br />Compacticn Required <br />Compaction <br /> Pond 010 <br /> Embankment <br />159 Sta. 2+25. at E. 10' BTE 11 108.0 13.6 97 95 <br /> CL <br />160 Sta. 3+50, 30' L. 12' BTE 11 107.7 12.3 97 95 <br /> of E. CL <br />161 Sta. 2+25. 35' R. 8' BTE 11 106.8 12.7 96 95 <br /> of E. CL <br />162 Sta. 3+00. 25' R. 9' BTE 11 109.6 14.2 98 95 <br /> of E. CL <br />163 Sta. 4+10. 30' R. 10' BTE 11 106.0 10.8 95 95 <br /> of E. CL <br />164 Sta. 2+35, at E. 11' BTE 11 105.7 12.0 95 95 <br /> CL <br />165 Sta. 3+75. 10' L. 12' BTE 11 107.6 12.7 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.: a Maximum DD: 104.5 OMC: 18.0 <br />No.: 5 Maximum DD: 100.5 OMC: 18.0 <br />No.: 6 Maximum OD: 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 />• <br />No.: 10 Maximum DD: 114.0 OMC: 15.8 <br />Soil Type: Sandy Clay <br />Soil Type: Sandy Clay w/ <br /> Sand Fragments <br />Soil Type: Santly C1aye <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 wJ <br />