Laserfiche WebLink
u <br /> <br />NORTHWEST COLORADO CONSULTANTS, INC. <br />NUCLEAR DENSITY TEST RESULTS <br />Project: Pond 011 - Yoast Mine Project No.: 97-3000 Date: 914197 <br />Repoli No.: 6 <br />Test <br />Number Location Depth <br />Elevation Proctor <br />Number Dry <br />Density <br />(P~1 Water <br />Content <br />(%1 Actual <br />Compaction Required <br />Compaction <br /> 65' from Toe of <br /> Fill <br />16 75' NE of Dam 1T BTD 2 109.6 9.5 100+ 95 <br /> Center <br />17 25' NE of Dam 100.6 7.8 94 " <br /> Center <br />18 25' SW of Dam 104.0 9.5 97 " <br /> Center <br />19 75' SW of Dam 106.0 8.2 99 " <br /> Center <br />17A Retest of No. 17 104.6 17. S 93 ` <br /> 25' from Toe of <br /> Fill <br />20 75' SW of Dam 17' BTD 1 109.1 9.5 100+ 95 <br /> Center <br />20A Retest of No. 20 2 106.0 10.3 99 " <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 />TOK= <br />Maximum DD: 112.3 OMC: 13.0 <br />Maximum DD: 107.5 OMC: 11.0 <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 />Top of Keyway <br />NWC= <br />NEC= <br />swc= <br />SEC= <br />BFG= <br />FG= <br />BTD= <br />Soil Type: Sand & Clay <br />Soil Type: Sand 8 Ctay <br />Soil Type: <br />Northwest Comer <br />Northeast Comer <br />Southwest Comer <br />Southeast Comer <br />Below Footing Grade <br />Footing Grade <br />Below Top of Dam <br /> <br />