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JOB NO 4 293 84 DATI 8-17�84 <br /> T Johnson Constrcution then anditssociateS, Inc. 10 1 <br /> DAILY REPORT NO SHEET OF <br /> 899 Ashley Road CONSULTING GEOTECHNICAL ENGINEERS <br /> SUBJECT FILL OBSERVATION b TESTING <br /> Craig, CO 81625 5080Rd 154 Mid Continent Embankment Compaction <br /> 5p1(�f0UN0Af10N Glenwood Springs,CO 81601 P <br /> At to: Budd Bower f N G 1 111 f R 1 14 G Testing <br /> BG=Below Grade <br /> LABORATORY FIELD <br /> DErTH <br /> TEST TEST OR FDENSITY <br /> NO LOCATION CRY MOISTURE COMPAC• SOIL TYPE <br /> „1„ TYPE ELEVATION oMC DENSITY CONTENT TION <br /> PQ� TL-,wue L � 3 F1C�t�- (feet) IXI 1%) 1 1 <br /> i-40B 45 ' N. of S. end of embankment, N 2' BG 8.7 120.2 12.4 95 Clayey sandy gravel <br /> 5' E. of centerline <br /> -42 165 ' N. of S. end of embankment, N 2' BG 127.0 8.7 119.6 13.7 94 " <br /> tat centerline - Pond 2 <br /> 1SI N. of S. end of embankment, N Grade 127.0 8.7 128.4 5.9 100+ <br /> ,at centerline - Pond 2 <br /> 44 55' N. of S. end of embankment, N Grade 127.0 8.7 117.9 11 .3 93 " <br /> lat centerline - Pond 3 <br /> 100' E. of W. end of embankment, N Grade 127.0 8. 7 125.1 10.0 98 <br /> !at centerline - Pond 3 " <br /> 44A 55' N. of S. end of embankment, N Grade 127.0 8.7 124.6 11.6 98 " <br /> at centerline - Pond 3 <br /> 46 30' E. of W. end of embankment, N Grade 127.0 8. 7 113. 7 11. 2 90 <br /> lat centerline - Pond 3 <br /> SPECIFICATION COMPACTION & MATERIAL 95 o standard Proctor density 6 In our opinion, fill generally meets specifications as Indicated by <br /> test no.(s) 43, 45, 44A, 40B <br /> N In our opinion, fill does not meet specifications as Indicated by <br /> Type and number of earth moving units Dozer test no.(s) 42, 44, 46 and should be removed or reworked <br /> Type and number of compaction units Vib. Roller ❑ Fill tested meets specifications <br /> Number of passes thickness of lift <br /> 1 , N Contractor advised <br /> Method of adding moisture Natural ❑ Full time observation IX Part time observation <br /> PROGRESS REPORT <br /> This report pregenl5 opinions formed as a result of our observation of fill placement We have relied <br /> on the conlraclor 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 /> t)ehPved necessary to calibrate our observer 5 II1dgPnlent Test data are not the sole basis for <br /> c (unipn5 on whether the III meets SpeCifiCaliOnS <br /> cc: Mid Continent Resources - <br /> Frank Quinn Hans Frop—nle <br /> OBSERVER APPROVED BY <br />