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NORTHWEST COLORADO CONSULTANTS, INC. <br />NUCLEAR DENSITY TEST RESULTS <br />Project: Haul Road Y-B Project No.: 95-2384 Date: 8/5/96 <br />Report No.: 76 <br />Test <br />Number Locauon Depth <br />Elevation Proctor <br />Number Dry <br />Densely <br />(Pct) Water <br />Content <br />(%1 Actual <br />Compaction Regwreo <br />Compaction <br /> Pond 010 <br /> Embankment <br />151 Sta. 285, at E. 17' BTE 9 104.1 13.a 96 95 <br /> CL <br />152 Sta. 2}'0. 20' R. 15' BTE 5 95.a 16.6 95 95 <br /> or 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: ?8.0 <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 />Na.: 10 Maximum DD: 114.0 OMC: t5.8 <br />Na.: Maximum DD: OMC: <br />Sail Type: Sandy Clay <br />Soil Type: Sandy Clay w/ <br /> Sand Fragments <br />Soil Type: Sandy Clay <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: <br />• <br />u <br />• <br />