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JOB NO 4 293 84 OAt 8-8-84 <br /> Tt1 _ Johnson Construction Co. chen anu associates, inc. DAILY REPORT NO 6-SHEET-OF <br /> OF 1 <br /> 899 Ashley Road CONSULTING GEOTECHNICAL ENGINEERS SUBJECT FILL OBSERVATION b TESTING <br /> Craig, CO 8162S 5080 Rd 154 <br /> SOI(&IOUNOA1fON Glenwood Springs C081601 Mid Continent Embankment Compaction <br /> Attn: Budd Bower E NGIIIf f RING 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 OMC <br /> DENSITY DENSITY CONTENT TiON <br /> II••II 1%1 (Pcq (XI Ikl <br /> (PC?) <br /> Pond )t2 10' N. of S. end of embankment <br /> 20D 10' W. of centerline N 14' BG 127.0 8.7 118.6 10.5 93 Clayey sandy gravel <br /> 20EIPond #2, 10' N. of S. end of embankment, N 14' BG 127.0 8. 7 121 .1 10.9 95 " <br /> ,10' IV. of centerline <br /> 21 Pond �#2 , 25' N. of S. end of embankment, ` N 14' BG 127.0 8.7 121.6 8.5 96 " <br /> 10' E. of centerline I <br /> �2B Pond #2, SO' N. of S. end of embankment, N 14' BG 127.0 8. 7 120.1 11 .1 95 " <br /> 1S' IV. of centerline <br /> ~fond 42 12S' N. of S. end of embankment, N 10' BG 127.0 8.7 124.4 8.0 98 <br /> at centerline <br /> �26 Pond #1 , 125 ' N. of S. end of embankment, N Final 127.0 8.7 121 .7 9.2 96 " <br /> at centerline Grade <br /> i Pond Ill 75' N. of S. end of embankment Final it <br /> `.?7 N Grade 127.0 8. 7 120.2 10.9 95 <br /> SPECIFICATION COMPACTION d MATERIAL 95 o standard Proctor density O In our opinion, fill 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 Dozer test no(s) and should be removed or reworked <br /> Type and number of compaction units Vib. roller DG Fill tested meets specifications <br /> i <br /> Number of passes thickness of lift j xl Contractor advised <br /> Method of adding moisture Natural O Full time observation CC 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 limes 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 Resources — <br /> Frank Quinn Hans Froeschle <br /> OBSERVER APPROVED BY <br />