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JOB NO 4 293 84 pA � 8-29-84 <br /> TO 'Johnson Construction ehen and associates, inc. REPORT NO 13 SHEET 1 OF 1 <br /> 899 Ashley Road CONSULTING GEOTECNNICAL ENGINEERS SUBJECT FILL OBSERVATION a TESTING <br /> 01 5080Rd 154 Mid Continent Embankment Compaction <br /> Craig, CO 81625 WK&FOUNDATION Glenwood Springs CO81601 <br /> Attn: Budd Bower ENGINEERING Testing <br /> BG=Below Grade <br /> LABORATORY FIELD <br /> DEPTH <br /> TEST TEST OR MAXIMUM DRY MOISTURE COMPAC SOIL TYPE <br /> NO LOCATION TYPE ELEVATION DRY <br /> OMC DENSITY CONTENT TION <br /> fleet) DENSITY IXI tpcl) I%) 1'tl <br /> (PC') <br /> 49B 251 N. of S. end of embankment #4 , N 10' BG 18.2 11.5 112.2 12.3 95 Sandy clay & gravel <br /> 10 E. of centerline <br /> 51 35' N. of S. end of embankment 44, N 10 ' BG 118.2 11 .5 116.5 12. 5 98 " <br /> 10' W. of centerline <br /> 50B 55' N. of S. end of' embankment #4, N 10' BG 118.2 11 .5 113.S 12.4 96 " <br /> 5' IV. of centerline <br /> of S. end of embankment #5, N 10' BG 118.2 11 .5 11S .7 12 .3 97 " <br /> 5 ' W. of centerline <br /> 1,` 10' N. of S. end of emhanknlent 05 N 101 BG 18.2 11 .5 118.0 12.8 100 <br /> 10' E. of centerline " <br /> SPECIFICATION COMPACTION & MATERIAL 95 o standard Proctor density p 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 <br /> Dozer test no(s) and should be removed or reworked <br /> Type and number of compaction units Vib. roller 0( Fill tested meets specifications <br /> l i Number of passes thickness of lift IX Contractor advised <br /> Method of adding moisture Natural O Full time observation ),b Part time observation <br /> PROGRESSREPORT Contractor removed 1st lift of previously <br /> This report presents opinions formed as a result of our observation of fill placement We have relied placed fill and imported drier material . <br /> on the contractor to continue applying the recommended compactive effort and moisture to the fill <br /> during times when Our observer is not observing operations Tests are made of the fill only as <br /> believed ngcessary 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 Resources <br /> Frank Quint Hans Froeschle <br /> OBSERVER APPROVED BY <br />