Laserfiche WebLink
NORTHWEST COLORADO CONSULTANTS, INC. <br />NUCLEAR DENSITY TEST RESULTS <br />Project: Haul Road Y-8 Project No.: 95-2384 Date: 8/22/96 <br />Report No.: 88 <br />Test <br />Number Location Depth <br />Elevation Proctor <br />Number Dry <br />Density <br />(P~) Water <br />Content <br />~%) Actual <br />Compaction Reqwred <br />Compaction <br />178 Sta. 63+00, 5' L of 2' BSG 10 107.9 9.0 95 90 <br /> CL <br />179 Sta. 61+00, at CL 2' BSG 10 106.2 10.1 93 90 <br />180 Sta. 45+00, 20' L SG 10 108.0 12.5 95 90 <br /> of CL <br />181 Sta. 43+50, 25' L SG 10 110.1 9.5 96 90 <br /> of 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.: 11 Maximum DD: 111.5 OMC: 16.5 <br />No.: 12 Maximum DD: 110.5 OMC: 17.0 <br />Soil 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: Sandy Clay <br />Soil Type: Sandy Ctay <br />u <br /> <br />• <br />