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JOB NO 4 410 84 DAT_ 10=6-84 <br /> Schmueser & Associates Inc. chen and associates, inc. <br /> TO' ► ; DAILY REPORT NO 4 SHEET 1 OF 1 <br /> 1512 Grand Ave. , #210 � CONSULTING GEOTECHNICAL ENGINEERS SUBJECT FILL OBSERVATION & TESTING <br /> Glenwood Springs, CO 81601 5080Rd 154 Mid Continent Sediment Pond <br /> $01E&FOUNDATION Glenwood Springs,CO 81601 <br /> Attn: Larry Schmueser, Jr. ENGINEERING <br /> BG=Below Grade <br /> LABORATORY FIELD <br /> DEPTH <br /> TEST <br /> ES LOCATION OR <br /> MAXIMUM DRY MOISTURE COMPAC- SOIL TYPE <br /> TYPE ELEVATION <br /> OMC DENSITY CONTENT TION <br /> (f«t) DENSITY (xl fpci) (%) Oft) <br /> (Pcf) <br /> 30 S. of N. end of embankment 4�1, 5' E. N 2' BG 122.1 11.5 123.4 13.4 100+ Silty clayey <br /> 11 of E E. side "U" shaped dam sandy gravel <br /> 70 C, E. side "U" shaped damS. o N. end o em an ment E. <br /> 12 N 3' BG 122.1 11.5 123.4 14.6 100+ if <br /> of C " <br /> N. o E. en o em an ment S. e ge, „ <br /> 13 N Grade 122.1 11.5 125.3 11.6 100+ <br /> S. side "U" shaped dam <br /> 50'C, S. side "U" shaped damE. of W. end embankment 1 0 S. <br /> 14 N Grade 122.1 11.5 119.3 14.7 98 <br /> of L " <br /> SPECIFICATION COMPACTION & MATERIAL 95% standard Proctor density 10 In our opinion, fill generally meets specifications as Indicated by <br /> test no.(s) 11-14 <br /> ❑ In our opinion, fill does not meet specifications as Indicated by <br /> Type and number of earth moving units 1 D-9 cat test no.(s) and should be removed or reworked <br /> Type and number of compaction units, Vib. sheepsfoot ❑ FIII tested meets specifications <br /> Number of passes thickness of lift if E Contractor advised <br /> None ❑ Full time observation EKPart time observation <br /> Method of adding moisture PROGRESS REPORT Test taken in embankment for sediment <br /> This report presents opinions formed as a result of our observation of fill placement We have relied <br /> ponds. West side - fill to grade but not compacted. <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 observer's judgement Test data are not the sole basis for <br /> opinions on whether the fill meets specifications A <br /> Y <br /> @MO <br /> Brian Becker Hans Froeschle <br /> OBSERVER APPROVED BY <br />