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NORTHNEST COLORADO CONSULTANTS, INC <br />dba Randall b Associates <br />• <br />• <br /> <br />PROJECT: Seneca Nine - Nine Naul Road <br />LOCATION: Hayden, Colorado <br />CLIENT: Peabody Coal Co~pany <br />TEST <br />N0. <br />44 <br />45 <br />46 <br />41 <br />48 <br />49 <br />50 <br />51 <br />52 <br />53 <br />54 <br />LOCATION <br />STA. 99+65 20' L of CL <br />' 98+85 30' ' ' <br />98+00 30' ' ' <br />' 97+20 ]0' ' ' <br />' 96+50 10' ' ' <br />' 95+00 ]0' ' ' <br />' 99+SO AT CL <br />' 98+70 IS' L CL <br />' 97+90 10' ' ' <br />' 97+00 AT CL <br />' 96+25 S' L CL <br />NUCLEAR DENSITY TEST RESULTS <br />DAiE: 5/26/89 <br />TIRE: 2.0 <br />REPORT: 8 ENG./iECN.: HDS <br />DEPTH PROCTOR DRY WATER COMPACTION <br />ELEVATION N0. DENSITY PCF CONTENT i ACT.i REA.i <br />7' BSG 1 104.5 22.7 100+ 90 <br />1 104.5 21.0 ' <br />6' BS6 104.8 21.5 ' <br />S' BS6 102.1 22.1 ' <br />4' BS6 102.6 22.1 ' <br />3' BS6 102.5 20.3 ' <br />4' BS6 1 107.2 17.0 100+ <br />4' BS6 100.0 21.2 99 <br />3' BS6 106.6 17.5 100+ <br />3' BS6 103.2 21.4 100+ I ' <br />NO RESULTS - 6UA6E CRUSHED BY SCRAPER <br />PROCTOR DATA: <br />NO.: 1 HAX DD: 101.0 OMC: 21.0 <br />HO.: HAX DD: ONC: <br />CONMEHTS: <br />BSG = BFLON SUB6RADE GRADE <br />CL = CENTER LINE OF ROAD <br />SOIL TYPE: Clay, clavstone, slightly sandy, brown <br />SOIL TYPE: <br />JOB N0: 89-16B <br />