Laserfiche WebLink
NORTHWEST COLORADO CONSULTANTS, INC. <br />• <br />NUCLEAR DENSITY TEST RESULTS <br />Project: Pond 011 - Yoast Mine Project No.: 97-3000 Date: 9/3/97 <br />Report No.: 5 <br /> <br />Test <br />Number location Oepth <br />Elevation Proctor <br />Number Dry <br />Density <br />(P~1 Water <br />Content <br />(%) Actual <br />Compaction Required <br />Compaction <br /> Center Llne of <br /> Dam <br />12 50' from Toe of Fill 21' BTO 1 113.9 12.5 100+ 85 <br />13 75' from Toe of Fitl 17' BTD 1 111.1 14.2 99 95 <br /> 45' SW of Dam <br /> Center <br />14 75' from Toe of Fill 17.5' BTD 1 112.3 14.6 100 95 <br />15 50' from Toe of Fill 19' BTO 2 107.9 10.3 100 95 <br />Proctor Data: <br />No.: 1 Maximum DD: 112.3 OMC: 13.0 <br />Na.: 2 Maximum DD: 107.5 OMC: 11.0 <br />No.: Maximum DD: OMC: <br />Soil Type: Sand 8 Clay <br />Soil Type: Sand & Clay <br />Soil Type: <br />Comments: <br />BSG= Below Subgrade Grade NWC= <br />SG= Subgrade Grade NEC= <br />SBG= Subbase Grade SWC= <br />BSBG= Below Subbase Grade SEC= <br />BCG= Base Course Grade BFG= <br />BBF= Below Bottom of Footing FG= <br />TOK= Top of Keyway BTD= <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 />