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cc/�. i B JO NO 4 293 84 DAT 8-30-84 _ <br /> TO I�}1nS0.. Construction then an�assoclateS, inc. DAILY REPORT NO 14 SHEET 1 OF <br /> 899 Ashely Road CONSULTING GEOTECHNICAL ENGINEERS <br /> SUBJECT FILL OBSERVATION d TESTING <br /> Craig, CO 81625 01 5080 Glenwood Sprinngs5CO 81601 <br /> S01(ifOUN(MTION Mid Continent Embankment Compaction <br /> Attn: Budd Rower ENGINEERING Testing <br /> BG=Below Grade <br /> LABORATORY FIELD <br /> DEPTH <br /> TEST LOCATION TEST OR MAXIMUM DRY MOISTURE COMPAC- SOIL TYPE <br /> NO TYPE ELEVATION DRY OM DENSITY CONTENT TION <br /> t1y.) DENSITY Ik) (Pcf) M (N) <br /> (Pcf) <br /> 52 40' N. of S. end of embankment #4, N 4 ' BG 118.2 11 .5 110.8 12.9 94 Sandy clay g gravel <br /> 10 E. of centerline <br /> 52A I I <br /> II II N 4' BG 118.2 11.5 112.6 13. 2 95 1 " <br /> 53 2S ' N. of S. end of embankment #4, N 4' BG 118 .2 11 .5 116.9 10.0 99 it " <br /> 10' W. of centerline <br /> 54 11" N. of S. end of embankment #5, N 5' BG 118.2 11.5 110.3 9.8 93 if <br /> 10' E. of centerline <br /> 55 35' N. of S. end of embankment 05, N 5 ' BG 118.2 11 .5 118.4 11 .5 100 it " <br /> 10' W. of centerline <br /> 15' N. of S. end of embankment #5 <br /> 54A 10' E. of centerline N S' BG 118 .2 11.5 116.6 11 .5 98 itI T <br /> SPECIFICATION COMPACTION 3 MATERIAL 95% standard Proctor density O In our opinion fell generally meets specifications as Indicated by <br /> test no (s) <br /> O In our opinion, fill does not meet specifications as Indicated by <br /> Type and number of earth moving units <br /> Dozer test no(s) and should be removed or reworked <br /> Type and number of compaction units Vib. roller K] Fill tested meets specifications <br /> Number of passes thickness of lift )p Contractor advised <br /> Method of adding moisture Natural O Full time observation M Part time observation <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 continue applying the recommended compactive effort and moisture to the fill <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 om whether the fill meets specifications <br /> cc: Mid Continent Resources <br /> Frank Quinn Hans Froeschle <br /> OBSERVER APPROVED BY <br />