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JOB NO 4 293 84 DATE 8-15-84 <br /> Johnson Construction Chen and associates, inc. <br /> __- DAILY REPORT NO 8 SHEET 1 OF 2 <br /> '899 'Ash 1 ey Road , CONSULTING GEOTECHNICAL ENGINEERS <br /> SUBJECT FILL OBSERVATION d TESTING <br /> 5080 Rd 154 <br /> C ra i g, CO 81625 So(t FOUNDATION Glenwood Springs CO 81601 Mid Continent Embankment Compact i nn <br /> Attn: Bud Bower INGINfIRING Testing <br /> BG=Below Grade <br /> r — ---- — —-- — LABORATORY FIELD <br /> DEPTH <br /> TF9T LOCATION TEST OR MAXIMUM DRY MOISTURE COMPAC- SOIL TYPE <br /> NO TYPE ELEVATION DRY <br /> b I C�lr/C DENSITY (%I DENSITY CONTENT TiON <br /> c�N D 3 GLaf2 L� N t.r; �P tl«i) t*i teal tx) t�i <br /> Ixn <br /> Embankment 2, 110 ' N. of S. end of N 4' BG 127.0 8.7 123.3 14.6 97 Clayey sandy gravel <br /> 31 <br /> y' embankment, 10 W. of centerline <br /> 32 lembankment,Embankment 21035E.rJofocenterlinef N 4' BG 127.0 8.7 125.8 10.5 99 " <br /> 25' N. of S . end of embankment , at I N 6' BG 127.0 3.7 130.2 11 .0 100+ " <br /> 3 <br /> OA� centerline <br /> Embankment 3, 70' N. of S. end of N 6' BG 127.0 8.7 115.8 12.2 91it <br /> 33 embankment at centerline " <br /> + <br /> Embankment 3, 20' N. of S. end of 11 <br /> 34 embankment, at centerline N 6' BG 127.0 8.7 118.9 10.5 94 <br /> 35 Embankment 3, 80' E. of W. end of N 9 ' BG 127.0 8.7 114A 15.0 90 <br /> embankment, at centerline <br /> 33A Embankment 3, 70' N. of S. end of N 6' BG 127.0 8.7 117. 1 12.2 92 <br /> embankment, at centerline <br /> SPECIFICATION COMPACTION d MATERIAL 95% 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 Dozer test no(s) and should be removed or reworked <br /> Type and number of compaction units <br /> V i b. roller )p Fill tested meets specifications <br /> Number of passes thickness of lift 1 I 31 Contractor advised <br /> Natural u ra 1 ❑ Full time observation EX Part time observation <br /> Method of adding moisture PROGRESS REPORT Pond 3 is about 600' west of wash plant. <br /> This report presents opinions formed as a result of our observation of fill placement We have relied <br /> #3 Pic NIC <br /> On the contractor to continue applying the recommended compac live effort and moisture to the till <br /> during times when our observer is not observing operations Tests are made of the fill only as <br /> believed necessary 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 Quinn Hans Froeschle <br /> OBSERVER APPROVED BY <br />