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899 Ashl^v Road CONSULTING GEOTECHNICAL ENGINEERS <br /> SUBJECT FILL OBSERVATION d TESTING <br /> Ad 154 <br /> Craig, U, 81625 Glenwoou Springs.501(i FOUNDATION s.CO81601 Mid Continent Embankmen oompaction <br /> Attn: Budd Bower f N G I N f f R I N G Testing <br /> BFG=Below Final Grade <br /> LABORATORY FIELD <br /> DEPTH <br /> TEST TEST OR MAXII <br /> �OCAnON DRY MOISTURE COMPAC- SOIL TYPE <br /> NO TYPE ELEVATION DRoMC <br /> 1{NI DENSDENSITY CONTENT TION <br /> 1 twl (vcry Ixl 1*1 <br /> 8A 50' N. of S. end of dam, 30' E. of keyway N 18' BFG 127.0 8.7 122.5 7.3 96 Clayey sandy gravel <br /> 9 70' N. of S. end of dam, 15' E. of keyway N 17' BFG 127.0 8.7 124.6 8.6 98 " <br /> i <br /> I <br /> I i <br /> I � <br /> SPECIFICATION COMPACTION & MATERIAL 95 o standard Proctor density. ❑ In our opinion. fill generally meets specifications as Indicated by <br /> test no(s) <br /> ❑ In our opinion, fill does not meet specifications as Indicated by <br /> Type and number of earth moving units test no(s) and should be removed or reworked <br /> ❑ Fill tested meets specifications <br /> Type and number of compaction units _ <br /> Number of passes thickness of lift ❑ Contractor advised <br /> ❑ Full time observation ❑ Part time observation <br /> Method of adding moisture <br /> PROGRESS REPORT <br /> This report presents opinions formed as a result of our observation of fill placement We have relied <br /> on the contractor to conhnue applying the rer omrnended compactive effort and moisture to the fill <br /> dunnq times when nur observer is not observinq operations tests are made of the fill only as — <br /> t lir vnrt r-, cS,,ary rn calibralo our Cbsr,,r cr S ludgnmeni Test data are not the Sole basis for <br /> l rr n,r)nt Or, whether the fill meets sprnl�r_,11in US <br /> Frank Quinn Hans Froeschle <br /> OBSERVER APPROVED By <br />