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JOB NO 4 293 84 DAT 8-27-84 _ <br /> TO Johnson Construction then an,. dSSOCIateS, lnc• DAILY REPORT NO 11 SHEET 1 OF 1 <br /> 899' Ashley Road � CONSULTING GEOTECHNICAL ENGINEERS <br /> SUBJECT FILL OBSERVATION 8 TESTING <br /> Craig , CO 81625 5080Ad 154 Mid Continent Embankment Compaction <br /> SO4C i fOUNDAT10N Glenwood Springs CO 81601 <br /> Attn: Budd Bower ENGINEERING Testing <br /> BG=Below Grade <br /> _—_- — _ -- LABORATORY FIELD <br /> DEPTH <br /> TEST TEST OR MAXIMUM <br /> NO LOCATION DRY MOISTURE COMPAC- SOIL TYPE <br /> ;� Q TYPE ELEVATION DRY OMC DENSITY CONTENT TION <br /> G L, Oft kj t`4O L E IJ U S G AAA&E D O V (lost) DENSITY f%1 IPCO I* IS) <br /> (P0 <br /> 30' N. of S. end of embankment #5, <br /> 47 10' C. of centerline N 10' BG 127.0 8.7 116.7 17.0 92 Clayey sandy gravel <br /> c <br /> 18 50' N. of S. end of embankment US, N 10' BG 127.0 8.7 104.3 21 .8 82 it <br /> S ' W. of centerline <br /> 2S' N. of S. end of embankment #4 <br /> 49 10' E. of centerline N 10' BG 127.0 8. 7 109.6 19.9 86 " <br /> 50 55' N. of S. end of embankment #4, N 10' BG 127.0 8.7 194.S 22.9 82 " <br /> S' W. of centerline <br /> SPECIFICATION COMPACTION & MATERIAL 95 o standard Proctor density ❑ In our opinion, fill generally meets specifications as indicated by <br /> test no(s) <br /> )0 In our opinion, fill does not meet specifications as indicated by <br /> Type and number of earth moving units <br /> Dozer test no(s) 47-50 and should be removed or reworked <br /> Type and number of compaction units Vib. roller ❑ Fill tested meets specifications <br /> 1 ' <br /> Number of passes thickness of lift Xr Contractor advised <br /> Natural 0 Full time observation M Part time observation <br /> Method of adding moisture PROGRESS REPORT Ponds 4 and 5 are at the SW corner of the <br /> This report presents opinions formed as a result of our observation of fill placement We have relied _existing -bus garage. GLoe-u NoL E Po N 0 5 O OS <br /> on the contractor to continue applying the recommended compactive effort and moisture to the fill -tz} 4 �C1wER <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 'N- J5 U F P42 <br /> opinions qn whether the fill meets specifications <br /> cc: Mid Continent Resources <br /> Frank Quinn Hans Froeschle <br /> OBSERVER APPROVED BY <br />