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NORTHNEST COLORA-- CONSULTANTS, INC. <br />• <br />u <br />NUCLEAR -ENSITY T~ RESULSS <br />PROJECT: Haul P,oad 6/Pond 005 DATE: 7!13!42 <br />LOCATION:seneca Ii4 Nine, Routt County, Colorado TINE: 2.5 hrs. <br />CLIENT: Peabody Coal REPORT: 20 ENfi./TECH.: TOF <br />TE5T <br />NO. <br />LOCATION ~ DEPTH I <br />ELEVATION PROCTOR <br />NO. I DRY <br />-ENSITY PCF HATER I <br />CONTENT Z ` COMPAC <br />ACT.Z TION <br />REA.Z <br />52 5t a. 5fiF00 25' L of CL I' 856 1 (1100A) 97.3 25.U 49 90 <br />53 Sta. 54f00 99.6 23.0 l00 <br />54 I Sta. 60*00 10' L of CL 101.2 23.5 100+ f ' <br />PROCTOR DATA: <br />NO.s 1 (I100A) MRY OD: '39.U pct OMC: 21.0 Z <br />NO.: 't (I100A1 NAZ DD: 103.5 pci ONC: 17.5 Z <br />SOIL TYPE: 5lidhtly Sandy Clay <br />SOIL TYPE: Sandy Clay <br />COMNENT5: <br />9S6 = 6ELOM SUB6RAOE GRADE NNC = NORTHNEST CORNER <br />56 = SUB6RADE GRABS NEC =NORTHEAST CORNEP. <br />SBfi =SUBBASE SRADE SNC = SOUTHEEST CORNER <br />BSBfi = BELON SUBBASE GRABS SEC = SOUTHEAST CORNEP. <br />BC6 = BASE COURSE GRABS <br />• <br />CEP-P,T `JD.: .0 <br />ocn irr- .;n ~ ~~+n <br />