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;OB NO 4 293 84 DAT 8-16-84 <br /> Johnson Construction chen an4 associates, ine. g 2 2 <br /> __ _ DAILY REPORT NO SHEET OF <br /> 899 Ashley Road , CONSULTING GEOTECHNICAL ENGINEERS <br /> SUBJECT FILL OBSERVATION i3 TESTING <br /> Cral�, C�_81625 Glenwood 0Rd 15Cot31soa Mid Continent Embankment Compaction <br /> WIC l FOUNDATION <br /> Attn: Budd Bower ING1411R14G Testing <br /> BG=Below Grade <br /> LABORATORY FIELD <br /> DEPTH <br /> TEST LOCATION TEST On MA%IMUM DRY MOISTURE COMPAC- SOIL TYPE <br /> NO n TYPE ELEVATION DRY OMC DENSITY CONTENT TION <br /> T u RrrrCL �v fr«q oENpS''v I%) fpcf) IXI f41 <br /> Q4 105' N. of S. end of embankment, <br /> �1A15' W. of centerline N 2' BG 127.0 8.7 121 . 7 13.2 96 layey sandy gravel <br /> f A0A A51 N. of S. end of embankment, <br /> �AIDA.5 E. of centerline N 2' BG 127.0 8.7 115.5 13.5 91 " <br /> I I <br /> I ; <br /> I <br /> SPECIFICATION COMPACTION d MATERIAL 95% standard Proctor density 0 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 test no(s) and should be removed or reworked <br /> Type and number of compaction units O Fill tested meets specifications <br /> Number of passes thickness of lift o Contractor advised <br /> O Full time observation 0 Part time observation <br /> Method of adding moisture <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 appfying the recommended compactrve 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 on whether the fill meets specifications <br /> cc: Mid Continent Resources <br /> Frank Quinn Hans Froeschle <br /> OBSERVER APPROVED BY <br />