Laserfiche WebLink
NORTHWEST COLORADO CONSULTANTS, INC. ~ <br />NUCLEAR DENSITY TEST RESULTS <br />Project: Pond E Relocation Project No.: 95-2505 Date: 10!30!95 <br />Report No.: 6 <br />~~ <br />Test <br />Number Location Depth <br />Elevation Proctor <br />Number Dry <br />Density <br />(pcf) Water <br />Content <br />(%) Actual <br />Compaction Required <br />Compaction <br /> Haul Road <br />20 400' from end of SG 1 112.8 14.1 100+ 95 <br /> road <br />21 50' from end of 4'BSG 1 108.3 16.3 97 95 <br /> road <br />22 150' from end of 2'BSG 1 113.6 15.4 100+ 95 <br /> road <br />Proctor Data: <br />No.: 1 <br />No.: <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: OMC: <br />Maximum DD: OMC: <br />Below Subgrade Grade <br />Subgrade Grade <br />Subbase Grade <br />Below Subbase Grade <br />Base Course Grade <br />Below Bottom of Footing <br />Below tap of Dam <br />Tope of Dam <br />NWC= <br />NEC= <br />SWC= <br />SEC= <br />BFG= <br />FG= <br />DCL= <br />Soil Type: Sandy Clay <br />Soil Type: <br />Soil Type: <br />Northwest Comer <br />Northeast Comer <br />Southwest Comer <br />Southeast Comer <br />Below Footing Grade <br />Footing Grade <br />Dam Centerline <br />~~i <br />