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NORTHWEST COLORADO CONSULTANTS, INC. <br /> <br />NUCLEAR DENSITY TEST RESULTS <br />Project: Pontl E Relocation Project No.: 95-2505 Date: 11/1 i/95 <br />Report No.: 9 <br /> <br />Test <br />Number Location Depth <br />Elevation Proctor <br />Number Dry <br />Density <br />(pcfl Water I <br />Content I <br />(%) { Actual <br />Companion Required <br />Compaction <br />25 25' from W end: SBG 2 t36.9 5.1 100 95 <br /> CL <br />26 150' from W end: SBG 2 138.1 5.1 100+ 95 <br /> 10'L of CL <br />27 250' from W end; SBG 2 136.2 4.7 99 95 <br /> 8'R of CL <br />28 350' from W end: SBG 2 138.3 6.0 100+ 95 <br /> a[ CL <br />Proctor Data: <br />No.: 1 <br />No.: 2 <br />No.: <br />Comments: <br />BSG= <br />SG= <br />SBG= <br />BSBG= <br />BCG= <br />BBF= <br />BTD= <br />TD= <br />Maximum DD: 111.5 OMC: 14.5 <br />Maximum DD: 137.0 OMC: 7.0 <br />Maximum DD: OMC: <br />Below Subgrade Grade <br />Subgrade Grade <br />Subbase Grade <br />Below Subbase Gtade <br />Base Course Grade <br />Below Bottom of Footing <br />Below top of Dam <br />Tope of Dam <br />Soil Type: Sandy Ctay <br />Soil Type: 3' Minus Pit Run <br />Sand & Gravel <br />Soil Type: <br />NWC= Northwest Comer <br />NEC= Northeast Comer <br />SWC= Southwest Corner <br />SEC= Southeast Comer <br />BFG= Below Footing Grade <br />FG= Footing Grade <br />DCL= Dam Centerline <br /> <br />