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JOB NO 4 293 84 DATE 8-2-84 <br /> TO .iohnson Constrlrctlon Co . chen and associates, inc. 2 1 <br /> DAILY REPORT NO SHEET OF ` <br /> 899 Ashlcy Road CONSULTING GEOTECHNICAL ENGINEERS <br /> SUBJECT FILL OBSERVATION 8 TESTING <br /> Craig, CO 81625 140�'l 5080Rd 154 <br /> Sol(&FOUNDAt1011 Glenwood Springs CO 81601 Mid Continent Embankment Compaction <br /> ,1t t_n : Rudd ROIVCT Testing <br /> BG=Below Grade <br />. �--_- --�_ -- --_-- � --- -- LABORATORY FIELD <br /> oErTH <br /> TEST <br /> HC I OCArIpN TEST OR MAXIMUM DRY MOISTURE COMPAC- SOIL TYPE <br /> TYPE ELEVATION DRY <br /> CIVIC DENSITY CONTENT TION <br /> (fl"r) DENSITY tk) (PC0 I%) IN) <br /> (PCf) <br /> 13 80' N. of S. end, 15' C. of centerline N 10 ' BG 127.0 8.7 120.3 12.4 95 Clayey sandy gravel <br /> I <br /> 14 j rI rr <br /> 35' N. of S. end, 5' IV. of centerline N 10' BG 127.0 8. 7 121 .6 10.3 96 <br /> 15 112 ' N. of S. end at keyway centerline N 12' BG 127.0 8.7 120.0 11 .6 95 " <br /> I <br /> SPECIFICATION COMPACTION & 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 /> 1�Type and number of compaction units <br /> Vib. shee sfoot N FIII tested meets specifications <br /> Number of passes thickness of lift 1 I 10 Contractor advised <br /> Natural ❑ Full time observation IX Part time observation <br /> Method of adding moisture PROGRESS REPORT Test 15 taken at south end of keyway <br /> This report presents opinions formed as a result of our observation of(III placement We have relied <br /> trench. All tests taken at the most upper Pond Ail. <br /> on the corifractor to continue applying the recommended compactive effort and moisture to the fill TC)(IPG( . Pc-ND C 1 <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 — <br /> Frank Quinn Hans Froeschle <br />