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chen and associates, inc. roe No 4 293 84 SATE 8-3-84 <br /> TO Johnson Construction Co. <br /> _ DAILY REPORT NO 3 SHEET 1 OF 2 <br /> 899 Ashley Road CONSULTING GEOTECHNICAL ENGINEERS <br /> SUBJECT FILL OBSERVATION 3 TESTING <br /> Craig. CID 91625 01 5080Rd 154 Mid Continent Embankment Compaction kt C action <br /> $DIC L IOUNDA(ION ,-I Glenwood Springs,CO 81601 p <br /> Attn: Budd Bower ( NcINI (r Pic ' Testing <br /> BG=Below Grade <br /> LABORATORY FIELD <br /> DEPTH <br /> TEST LOCATION TEST OR MAXIMUM DRY MOISTURE COMPAC• SOIL TYPE <br /> NO TYPE ELEVATION DRY OMC <br /> DENSITY DENSITY CONTENT TION <br /> ItI <br /> (po(poet). I%1 (Dcf) IXI 141 <br /> (P0 <br /> * 18 75' N. of S. end of embankment at centerline N 5' BG 127.0 8.7 124.8 9.8 98 Clayey sandy gravel <br /> * 19 � 25 ' N. of S. end of embankment at centerline N 5' BG 127.0 8.7 121 .3 10.3 95 " <br /> I <br /> I <br /> SPF(;I FICA TION COMPACTION d MATERIAL 95 b standard Proctor density O In our opinion, fill generally meets specifications as indicated by <br /> test no(s) <br /> O In our opinion, fill does not meet specifications as indicated by <br /> Type and number of earth moving units Dozer test no(s) and should be removed or reworked <br /> Type and number of compaction units Vib. roller (X Fill tested meets specifications <br /> Number of passes thickness of lift 1 ' IR Contractor advised <br /> Method of adding moisture <br /> Natural O Full time observation CXPart time observation <br /> PROGRESS REPORT *Tests taken at upper Pond #1 . �C , <br /> This report presents opinions formed as a result of our observation of fill placement We have relied <br /> on IhP Contractor to continue applying the recommended compactive effort and moisture to the fill <br /> durrng tunrs when our observer is not observing operations Tests are made of the fill only as <br /> believed necAsary to calibrate our observers judgement Test data are not the sole basis for <br /> opinions on whether the fill meets specifications <br /> cc: Mid Continent <br /> Frank Quinn Hans Froeschle <br /> ORSFRVFR nPr,nr,i,rn by <br />