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T( Jo;lnson Construction ehen and associates!, inc. JOB NO 4 293 84 DATE 8/14/84 <br /> DAILY REPORT NO 7 SHEET 1 OF 1 <br /> 899 Ashley Road CONSULTING GEOTECHNICAL ENGINEERS <br /> SUBJECT FILL OBSERVATION b TESTING <br /> N1 5080 Rd 154 <br /> Craig._ CO 81625 GlenwoodSprin s CO81601 <br /> wlc t(ounf�llou g <br /> Attn: Bud Bower I "GIN( (RIM G <br /> LABORATORY FIELD <br /> DEPTH <br /> TEST LOCATION TEST OR MAXIMUM <br /> NO TYPE ELEVATION DRY DRY MOISTURE COMPAC- SOIL TYPE <br /> OMC DENSITY CONTENT TION <br /> (feet) DENSITY IX) (Pcf) Ix) 1�1 <br /> rr (pcf) <br /> 28 105' N. of S. end of embankment, 10' E. of L N 6' BG 127.0 8. 7 127.0 10.1 100 clayey sandy grave <br /> 29 75' N. of S. end of embankment, 10' W. of N 127.0 8.7 123.6 10.2 97 if ifit <br /> 30 25' N. of S. end of embankment, at N -127.0 8. 7 120.0 11. 7 94 " <br /> I <br /> I � <br /> I <br /> r;PFC,IFICATION COMPACTION S MATERIAL 95% standard Proctor density IXIn our opinion. fill generally meets specifications as Indicated by <br /> test no(s) 28 & 29 <br /> CKIn our opinion. fill does not meet specifications as Indicated by <br /> T ape and number of earth movinq um15 <br /> dozer test no (s) 30 and should be removed or reworked <br /> Type and number of compaction units vibratory roller ❑ Fill tested meets specifications <br /> Number of passes thickness of lift 1XContractor advised <br /> natural ❑ Full time observation M Part time observation <br /> Method of adding moisture PROGRESS REPORT Tests taken at pond #2 embankment. <br /> Th,; report presents opinions formed as a result of our observation of fill placement We have relied on file contractor to continue applying the recommended cornpactive effort and moisture to the fill <br /> dunnq tunes when our observer is not observing operations Tests are made of the fill only as <br /> believed nece3sary to calibrate our observer 5 judgement Test data are not the sole basis for <br /> opinions inn whether the fin meets specifications <br /> cc: raid Continent Resources <br /> Frank Quinn Hans Froeschle <br /> OBSFRVFR noon •rn <br />